一、TIANJIN INSTITUTE OF GEOLOGY AND MINERAL RESOURCES——THE SUMMARY OF SCIENTIFIC RESEARCH WORK（论文文献综述）
Ming-chun Song,Zheng-jiang Ding,Jun-jin Zhang,Ying-xin Song,Jun-wei Bo,Yu-qun Wang,Hong-bo Liu,Shi-yong Li,Jie Li,Rui-xiang Li,Bin Wang,Xiang-dong Liu,Liang-liang Zhang,Lei-lei Dong,Jian Li,Chun-yan He[1]（2021）在《Geology and mineralization of the Sanshandao supergiant gold deposit（1200 t） in the Jiaodong Peninsula, China: A review》文中指出The Jiaodong Peninsula in Shandong Province, China is the world’s third-largest gold metallogenic area,with cumulative proven gold resources exceeding 5000 t. Over the past few years, breakthroughs have been made in deep prospecting at a depth of 500-2000 m, particularly in the Sanshandao area where a huge deep gold orebody was identified. Based on previous studies and the latest prospecting progress achieved by the project team of this study, the following results are summarized.（1） 3D geological modeling results based on deep drilling core data reveal that the Sanshandao gold orefield, which was previously considered to consist of several independent deposits, is a supergiant deposit with gold resources of more than 1200 t（including 470 t under the sea area）. The length of the major orebody is nearly 8 km, with a greatest depth of 2312 m below sea level and a maximum length of more than 3 km along their dip direction.（2） Thick gold orebodies in the Sanshandao gold deposit mainly occur in the specific sections of the ore-controlling fault where the fault plane changes from steeply to gently inclined,forming a stepped metallogenic model from shallow to deep level. The reason for this strong structural control on mineralization forms is that when ore-forming fluids migrated along faults, the pressure of fluids greatly fluctuated in fault sections where the fault dip angle changed. Since the solubility of gold in the ore-forming fluid is sensitive to fluid pressure, these sections along the fault plane serve as the target areas for deep prospecting.（3） Thermal uplifting-extensional structures provide thermodynamic conditions, migration pathways, and deposition spaces for gold mineralization. Meanwhile, the changes in mantle properties induced the transformation of the geochemical properties of the lower crust and magmatic rocks. This further led to the reactivation of ore-forming elements, which provided rich materials for gold mineralization.（4） It can be concluded from previous research results that the gold mineralization in the Jiaodong gold deposits occurred at about 120 Ma, which was superimposed by nonferrous metals mineralization at 118-111 Ma. The fluids were dominated by primary mantle water or magmatic water. Metamorphic water occurred in the early stage of the gold mineralization, while the fluid composition was dominated by meteoric water in the late stage. The S, Pb, and Sr isotopic compositions of the ores are similar to those of ore-hosting rocks, indicating that the ore-forming materials mainly derive from crustal materials, with the minor addition of mantle-derived materials. The gold deposits in the Jiaodong Peninsula were formed in an extensional tectonic environment during the transformation of the physical and chemical properties of the lithospheric mantle, which is different from typical orogenic gold deposits. Thus, it is proposed that they are named "Jiaodong-type" gold deposits.
JTTE Editorial Office,Jiaqi Chen,Hancheng Dan,Yongjie Ding,Yangming Gao,Meng Guo,Shuaicheng Guo,Bingye Han,Bin Hong,Yue Hou,Chichun Hu,Jing Hu,Ju Huyan,Jiwang Jiang,Wei Jiang,Cheng Li,Pengfei Liu,Yu Liu,Zhuangzhuang Liu,Guoyang Lu,Jian Ouyang,Xin Qu,Dongya Ren,Chao Wang,Chaohui Wang,Dawei Wang,Di Wang,Hainian Wang,Haopeng Wang,Yue Xiao,Chao Xing,Huining Xu,Yu Yan,Xu Yang,Lingyun You,Zhanping You,Bin Yu,Huayang Yu,Huanan Yu,Henglong Zhang,Jizhe Zhang,Changhong Zhou,Changjun Zhou,Xingyi Zhu[2]（2021）在《New innovations in pavement materials and engineering:A review on pavement engineering research 2021》文中提出Sustainable and resilient pavement infrastructure is critical for current economic and environmental challenges. In the past 10 years, the pavement infrastructure strongly supports the rapid development of the global social economy. New theories, new methods,new technologies and new materials related to pavement engineering are emerging.Deterioration of pavement infrastructure is a typical multi-physics problem. Because of actual coupled behaviors of traffic and environmental conditions, predictions of pavement service life become more and more complicated and require a deep knowledge of pavement material analysis. In order to summarize the current and determine the future research of pavement engineering, Journal of Traffic and Transportation Engineering（English Edition） has launched a review paper on the topic of "New innovations in pavement materials and engineering: A review on pavement engineering research 2021". Based on the joint-effort of 43 scholars from 24 well-known universities in highway engineering, this review paper systematically analyzes the research status and future development direction of 5 major fields of pavement engineering in the world. The content includes asphalt binder performance and modeling, mixture performance and modeling of pavement materials,multi-scale mechanics, green and sustainable pavement, and intelligent pavement.Overall, this review paper is able to provide references and insights for researchers and engineers in the field of pavement engineering.
Yao Wang,Chi-hui Guo,Shu-rong Zhuang,Xi-jie Chen,Li-qiong Jia,Ze-yu Chen,Zi-long Xia,Zhen Wu[3]（2021）在《Major contribution to carbon neutrality by China’s geosciences and geological technologies》文中指出In the context of global climate change, geosciences provide an important geological solution to achieve the goal of carbon neutrality, China’s geosciences and geological technologies can play an important role in solving the problem of carbon neutrality. This paper discusses the main problems, opportunities, and challenges that can be solved by the participation of geosciences in carbon neutrality, as well as China’s response to them. The main scientific problems involved and the geological work carried out mainly fall into three categories:（1） Carbon emission reduction technology（natural gas hydrate, geothermal, hot dry rock, nuclear energy, hydropower, wind energy, solar energy, hydrogen energy）;（2） carbon sequestration technology（carbon capture and storage, underground space utilization）;（3） key minerals needed to support carbon neutralization（raw materials for energy transformation, carbon reduction technology）.Therefore, geosciences and geological technologies are needed: First, actively participate in the development of green energy such as natural gas, geothermal energy, hydropower, hot dry rock, and key energy minerals, and develop exploration and exploitation technologies such as geothermal energy and natural gas; the second is to do a good job in geological support for new energy site selection, carry out an in-depth study on geotechnical feasibility and mitigation measures, and form the basis of relevant economic decisions to reduce costs and prevent geological disasters; the third is to develop and coordinate relevant departments of geosciences, organize and carry out strategic research on natural resources, carry out theoretical system research on global climate change and other issues under the guidance of earth system science theory, and coordinate frontier scientific information and advanced technological tools of various disciplines. The goal of carbon neutrality provides new opportunities and challenges for geosciences research. In the future, it is necessary to provide theoretical and technical support from various aspects, enhance the ability of climate adaptation, and support the realization of the goal of carbon peaking and carbon neutrality.
Noor Mohammad Sarker[4]（2021）在《后冷战时代小国在国际政治中的角色演变 ——孟加拉国和新加坡的案例研究》文中认为What explains small states’ evolving role in the post-Cold War international politics?This dissertation answers this question by analyzing the key factors behind the rising significance of small states in both regional and global institutions.It also examines the linkages among these factors and theoretically explains their contributions as well as limitations.By employing the qualitative method of social research and the case study design,the dissertation tastes the hypothesis that,the development of the practices of rules,norms and institutions in the post-Cold War international relations as well as the corresponding geostrategic as well as geoeconomic significance of Bangladesh and Singapore have been contributing to their evolving role as small states in the contemporary international politicsThe existing literature on the role of small states represent the conventional wisdom that,the transition of world politics from unipolarity to multipolarity,the spread of globalization,and the rise of transnational connectivity remain some of the major contributing forces to the progress of global and regional institutions in the post-Cold War era,which have brought qualitative developments to the contemporary world politics and granted small states to enjoy a greater foreign policy autonomy as well as to grasp larger opportunities for strengthening their national developments.While supporting this conventional wisdom,the findings of the study establish an additional argument that,significant geopolitical locations and geoeconomic characteristics often place some small states in a better position for playing an efficient role in global and regional institutions,and thereby extracting larger benefits from the evolving structure of world politics.The findings of the dissertation also point out that,small states’ activism in regional organizations somewhat provides impetus for their rising significance in global institutions.The case studies of Bangladesh and Singapore,as explanatory variables,provide the utility of the core arguments offered by the study.With numerous examples,the dissertation shows that,the post-Cold War international political structure has been favorable to Bangladesh and Singapore in employing their geopolitical and geoeconomic advantages with regard to play more efficient role in global and regional organizations.
Ahsan Nawaz[5]（2021）在《获取真实领导力与组织学习和创新对CPEC项目管理成功的中介效应》文中认为本研究基于巴基斯坦CPEC项目,探讨组织创新与组织学习在真实领导行为之间的中介作用。中巴经济走廊（CPEC）是中国和巴基斯坦政府联合发起并管理的宏大工程,包括基础设施、电力和社会发展等多个项目。本研究以真实领导与组织创新和组织学习变量正相关为基础,旨在探讨组织创新和组织学习如何影响项目成功中的真实领导。本文采用演绎法对假设进行检验,以问卷调查为主要数据收集工具。在数据收集过程中应用了定量和定性技术。本项研究采用横截面的时间范围进行研究,具有解释性和探索性特点。从典型的定量研究框架出发,归纳分析与CPEC项目相关的文献,包括学术论文和相关文件。研究对象包括直接或间接为CPEC项目工作的跨国公司和政府有关组织机构。公司管理者、领导者和项目领导者共同构成本研究样本源,以目的取样为技术手段获取样本,所用研究工具为预先开发好的。本研究从与CPEC项目有关的私营公司或政府相关部门的高中层管理人员中,发放了总共295份调查问卷,以之为基础进行数据整理和分析。研究者采用李克特五点量度测量,被调查者可从选项1（强烈不同意）到选项5（强烈同意）中进行选择,以记录受访者对问题的同意程度。问卷最初用英语编制,然后转换成受访者的语言。研究者选取了中国石油工程建设有限责任公司的59个项目,每个项目选取5个具有权威者填写调查问卷,其中有20份是由CPEC高管填写的。在295份问卷中,有35份因不完整而被归类于废卷,260份有效问卷被进一步分析用于具体的研究中。采用SPSS和AMOS-21统计软件对包变量间的相关性进行分析。最终发现有数据表明,真实领导对组织学习和创新的有效影响是主变量。创新是创造力和学习的结晶,是组织成功的关键因素。真正的领导在于指明方向,并通过利用各种管理策略来促进创新、支持创新并变革凝聚力过程。组织学习是组织内部的行动,有意且非自主性地推动组织的积极变化。在巴基斯坦,本研究一个创新性的学术研究项目,并对世界性此类研究文献增添了新内容。
贺少伟[6]（2021）在《西南科技大学校园网页新闻汉英翻译实践报告》文中研究表明在我们国家优秀文化对外传播越来越广的基础上,高校官方的英文网站也顺应趋势,成为外界了解国内高校的重要窗口,在对外交流中起到了举足轻重的作用。而笔者认为西南科技大学校园新闻翻译,与其他院校类似,均存在拘泥于原文的问题,虽然将原文作者的意思表达了出来,但是对于目标读者来说信息冗杂,无法一目了然的知道核心内容,更有由于文化视域差别导致的理解偏差存在。本报告以笔者在西南科技大学外国语学院MTI中心的新闻翻译实践为基础,运用翻译模因论指导翻译实践,试图解决上述问题,并以此创作翻译实践报告。通过分析新闻文本的特点,笔者选用国内发展较快的翻译模因论作为理论指导,结合翻译项目中的具体案例,对源文本进行了详细的分析,得出源文本作为新闻所具有的时效性、宣传性以及和英语之间的不同,如时态语态等问题。此外,笔者引用源文本中的案例,围绕笔认为在校园新闻翻译过程中需要解决的三个方面的问题进行分析:一是当时态在目的语表述过程中发生转变时,如何通过模因论指导选择翻译方法;二是分析通过模因论如何选择翻译方法来使得译出语符合英语语言语法特点;第三是分析在此翻译过程中如何运用模因论选择翻译方法来清晰的表述源语言的文本信息。最后笔者提出了相应的翻译策略,即运用省译法、解释性翻译法和顺句翻译法来解决时态转变带来的翻译问题;运用分、合译法和倒译法在翻译过程中适应目标语言的语法特点;运用编译法在译文中更清晰合适的表达源语言想传达出的信息。通过分析以及相应的翻译方法的选择,笔者能够较为有效解决翻译过程中的难题,诸如译文需要符合英语读者的需要和译文的表达方式等问题,从而提高了汉英翻译的可读性和准确性。最后是笔者对整个翻译过程中所学所得,如需要进行充分的准备工作和译后校对,更要熟悉翻译理论并指导实践,以及出现的问题和不足之处的总结,以及对校园新闻翻译提出的要注意译员身份的中立以及翻译过程中对文化冲突的理解等建议,希望能够有所帮助。
Sheng-qing Xiong[7]（2021）在《Research achievements of the Qinghai-Tibet Plateau based on 60 years of aeromagnetic surveys》文中研究表明The Qinghai-Tibet Plateau（also referred to as the Plateau） has long received much attention from the community of geoscience due to its unique geographical location and rich mineral resources. This paper reviews the aeromagnetic surveys in the Plateau in the past 60 years and summarizes relevant research achievements, which mainly include the followings.（1） The boundaries between the Plateau and its surrounding regions have been clarified. In detail, its western boundary is restricted by West Kunlun-Altyn Tagh arc-shaped magnetic anomaly zone forming due to the arc-shaped connection of the Altyn Tagh and Kangxiwa faults and its eastern boundary consists of the boundaries among different magnetic fields along the Longnan（Wudu）-Kangding Fault. Meanwhile, the fault on the northern margin of the Northern Qilian Mountains serves as its northern boundary.（2） The Plateau is mainly composed of four orogens that were stitched together, namely East Kunlun-Qilian, Hoh-Xil-Songpan, Chamdo-Southwestern Sanjiang（Nujiang, Lancang, and Jinsha rivers in southeastern China）, and Gangdese-Himalaya orogens.（3） The basement of the Plateau is dominated by weakly magnetic Proterozoic metamorphic rocks and lacks strongly magnetic Archean crystalline basement of stable continents such as the Tarim and Sichuan blocks. Therefore, it exhibits the characteristics of unstable orogenic basement.（4） The Yarlung-Zangbo suture zone forming due to continent-continent collisions since the Cenozoic shows double aeromagnetic anomaly zones. Therefore, it can be inferred that the Yarlung-Zangbo suture zone formed from the Indian Plate subducting towards and colliding with the Eurasian Plate twice.（5） A huge negative aeromagnetic anomaly in nearly SN trending has been discovered in the middle part of the Plateau, indicating a giant deep thermal-tectonic zone.（6） A dual-layer magnetic structure has been revealed in the Plateau. It consists of shallow magnetic anomaly zones in nearly EW and NW trending and deep magnetic anomaly zones in nearly SN trending. They overlap vertically and cross horizontally, showing the flyover-type geological structure of the Plateau.（7） A group of NW-trending faults occur in eastern Tibet, which is intersected rather than connected by the nearly EW trending that develop in middle-west Tibet.（8） As for the central uplift zone that occurs through the Qiangtang Basin, its metamorphic basement tends to gradually descend from west to east, showing the form of steps. The Qiangtang Basin is divided into the northern and southern part by the central uplift zone in it. The basement in the Qiangtang Basin is deep in the north and west and shallow in the south and west. The basement in the northern Qiangtang Basin is deep and relatively stable and thus is more favorable for the generation and preservation of oil and gas. Up to now, 19 favorable tectonic regions of oil and gas have been determined in the Qiangtang Basin.（9） A total of 21 prospecting areas of mineral resources have been delineated and thousands of ore-bearing（or mineralization） anomalies have been discovered. Additionally, the formation and uplift mechanism of the Plateau are briefly discussed in this paper.
Xiang Yan,Bin Chen,Xiaoxia Duan,Zhiqiang Wang[8]（2021）在《Geochronology and Ore Genesis of the Niujuan-Yingfang Pb-Zn-Ag Deposit in Fengning, Northern North China Craton: Constraints from Fluid Inclusions, H-O-S Isotopes and Fluorite Sr-Nd Isotopes》文中指出The Niujuan-Yingfang Pb-Zn-Ag deposit in northern North China Craton（NCC） is hosted at the contact zone between Permian biotite monzogranite and Hongqiyingzi Group migmatitic gneiss. The orebodies are structurally controlled by NE-trending F1 fault. Mineralization can be divided into three stages:（1） siliceous-chlorite-pyrite stage,（2） quartz-Ag-base metal stage, and（3） fluorite-calcite stage. Four types of fluid inclusions were identified, including:（1） liquid-rich aqueous inclusions,（2） vapor-rich inclusions,（3） liquid-rich, solid-bearing inclusions, and（4） CO2-bearing inclusions. Microthermometric measurements reveal that from stage I to III, the homogenization temperatures range from 317 to 262 oC, from 297 to 192 oC, and from 248 to 151 oC, respectively, and the fluid salinities are in the ranges from 1.1 wt.% to 6.5 wt.%, 1.2 wt.% to 6.0 wt.% and 0.7 wt.% to 4.0 wt.% Na Cl equivalents, respectively. Fluid boiling and cooling are the two important mechanisms for ore precipitation according to microthermometric data, and fluid-rock interaction is also indispensable. Laser Raman spectroscopic analyses indicate the fluid system of the deposit is composed of CO2-Na Cl-H2 O±N2. Metallogenic fluorites yielded a Sm-Nd isochron age of 158±35 Ma. The δ34 SV-CDT values of sulfides range from-1.3‰ to 6.3‰, suggesting that the sulfur may be inherited from the basement metamorphic igneous rocks. Hydrogen and oxygen isotopic compositions of quartz indicate a metamorphic origin for the ore-forming fluid, and the proportion of meteoric water increased during the ore-forming processes. Sr-Nd isotopes of fluorites show a crustal source for the ore-forming fluid, with primary metamorphic fluid mixed with meteoric water during ascent to lower crustal levels. Combined with the geological, metallogenic epoch, fluid inclusions, H-O-S and Sr-Nd isotopes characteristics of the deposit, we suggest that the Niujuan-Yingfang deposit belongs to the medium-low temperature hydrothermal vein-type Pb-Zn-Ag polymetallic deposit, with ore-forming fluids dominantly originated from metamorphic fluids.
MURWANASHYAKAEVARISTE[9]（2020）在《深部金属矿山岩爆卸压爆破控制技术研究》文中研究说明本文研究的是深部金属矿山岩爆卸压爆破控制技术研究。正如前研究证明了,矿床是加强一个国家经济发展的重要有价值的材料。人类对矿藏的无限需求导致地下矿山的开采深度不断增加。随着深部矿产资源的开采和地应力的高度集中,岩爆的频繁发生,严重阻碍了深部矿产资源的安全经济开采。由于开采深度越大,可能伴随着岩爆问题的发生,因此,作为一种深部矿山安全工具,卸压爆破的应用越来越广泛。其他研究员发现,在预测了岩爆倾向性后,可以对高应力集中区的卸压做出正确的决策。在这方面,应力传递原理可以通过使用卸压爆破技术来实现。为了实现高峰矿山深部资源的安全高效开采,本研究对岩爆和卸压爆破进行了初步的回顾,然后采用岩爆倾向性评价判据对岩爆倾向性进行评价,作为选择合适的采矿方法和卸压方案提供决策依据。对于岩爆灾害,为了彻底理解岩爆问题回顾进行了,引起了作者对深部矿井岩爆灾害进行详细研究的兴趣。通过对卸压爆破技术的深回顾,为进一步提高其现场应用水平提供了一定的理解和想法。对于矿山案例研究,本硕士论文以高峰矿山105号深部矿体为研究对象。主要根据矿区已初步掌握的地质条件,地应力和岩石力学参数来评价岩爆倾向。随着矿区实测地应力和岩石力学参数,采用5个岩爆倾向性评估判据,如Barton判据（σt/σ1）,Barton判据（σc/σ1）,Brittleness判据（σc/σt）,Maximum stored elastic strain energy指数(σvc2/2E),Elastic energy指数（Wet）,Impact energy指数。根据高峰矿山105号锡矿体岩爆倾向性评价结果,决定该矿体满足岩爆倾向性条件。为了限制开采技术难题,实现该矿体的安全高效开采,本文对105号矿体进行了卸压开采技术（卸压爆破技术）研究,以防止开采过程中可能出现的岩爆问题。为了分析和选择有效的卸压爆破方案,本文采用ABAQUS,Pro/E,和Hypermesh14.0数值模拟软件对所提出的卸压爆破方案进行了模拟分析。根据采矿技术条件、地应力、矿体总体趋势和岩石力学参数,首先分析的不同卸压炮孔深度条件下卸压爆破效果。模拟炮孔深度分别为6米,8米和10米时,在回采作业面前方进行爆破卸压。这三种条件中,装药深度均为1m,填塞长度分别为5m,7m,9m。模拟结果发现:在这3个爆破孔深度中,当爆破孔深度为6米时,卸压效果明显。这主要是由于以下事实:卸压爆破后,工作面前墙围岩中的高应力被转移到远离工作面围岩的位置（工作面的前方）。得出最优卸压炮孔深度为6m的情况下,提出了4种卸压爆破方案,并与1种无卸压爆破工作面进行了对比分析。提出的4种卸压爆破方案为:工作面的两帮墙卸压爆破（DBSⅠ）,工作面的前墙卸压爆破（DBSⅡ）、工作面的覆盖层卸压爆破（DBSⅢ）和工作面的三帮（两帮和前墙）卸压爆破（DBSⅣ）。根据数值模拟结果,得出以下结论:1.工作面的覆盖层卸压爆破（DBSⅢ）:在这个方案,卸压应力主要在竖直方向转移,但是在沿矿体走向方向,高应力集中没有转移,卸压效果不明显。2.工作面的两帮墙卸压爆破（DBSⅠ）:在这个方案,高应力集中转移到远离工作面侧壁围岩的位置,而作用在工作面的前墙围岩的应力不被转移。说明工作面全围岩的高应力集中没有得到有效的位移,因此,卸压效果不是很明显。3.工作面的前墙卸压爆破（DBSⅡ）:在这个方案中,卸压爆破后,工作面前墙围岩中的高应力被转移到远离工作面围岩的位置（工作面的前方）,而作用在工作面侧壁围岩上的应力可能诱发工作面岩爆。因此,这个方案对工作面具有一点卸压效果。4.和工作面的三帮（两帮和前墙）卸压爆破（DBS Ⅳ）:这个方案是方案Ⅰ（DBS Ⅰ）和方案Ⅱ（DBS Ⅱ）的组合。对工作面具有明显的卸压效果。卸压爆破后,一方面,高应力被DBS Ⅱ转移到深处（工作面的前方）,另一方面,高应力被DBS Ⅰ转移到远离工作面侧壁围岩的位置。DBS Ⅳ（DBS Ⅰ和DBS Ⅱ）将高应力转移到远离工作面所有围岩（侧壁和前墙围岩）的地方,降低了工作面发生岩爆的可能性,然后创造安全开采的条件。因此,方案Ⅳ（DBS Ⅳ）是推荐采用的最佳方案。
Zhen-hua Xiao,Shen-bang Xiong,Chun-hua Li,Ying Liu,Zhong-ding Yang,Xiao-xi Feng,Xue-wen Liu[10]（2020）在《Types of uranium deposits in central Zhuguang Mountains in Hunan Province, South China and their metallogenic regularity and prospecting directions》文中研究指明The central Zhuguang Mountains in Hunan Province is located at the junction of the three provinces,namely Hunan, Jiangxi, and Guangdong, where the famous Lujing uranium ore field lies. The uranium deposits occurring in this area are all granite-related and they can be divided into three types, namely endogranitic ones, perigranitic ones, and contact zone types. The endogranitic uranium deposits are mainly controlled by the structural alteration zones developing within granites, with fragmentation,hematitization, and alkali metasomatism as their main mineralization characteristics. The perigranitic uranium deposits are mainly produced in the carbonaceous, siliceous, and argillaceous composite layers of epimetamorphic rocks and are controlled by fractured zones formed due to interlayer compression. The contact zone type uranium deposits mainly occur in the contact parts between the granites and favorable horizons. They have developed in favorable sections where multiple sets of structures are combined and intersected. The main metallogenic regularities of uranium in the central Zhuguang Mountains are as follows. The basic conditions for the uranium mineralization in this area include the framework consisting of regional deep large faults and their associated multi-set multi-direction favorable metallogenic structures, multi-cycle and multi-stage uranium-rich rock masses, and uranium-rich folded basement.Meanwhile, the uranium deposits in this area are closely related to granites in terms of genesis and space and they are formed in different structural parts subject to the same metallization. Furthermore, based on the summary of the characteristics and regularities of uranium mineralization in this area, the controlling factors of different types of uranium deposits in the area were explored and six metallogenic target areas were predicted. All these will provide references for the exploration of uranium deposits in this area.
二、TIANJIN INSTITUTE OF GEOLOGY AND MINERAL RESOURCES——THE SUMMARY OF SCIENTIFIC RESEARCH WORK（论文开题报告）
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三、TIANJIN INSTITUTE OF GEOLOGY AND MINERAL RESOURCES——THE SUMMARY OF SCIENTIFIC RESEARCH WORK（论文提纲范文）
（2）New innovations in pavement materials and engineering:A review on pavement engineering research 2021（论文提纲范文）
| 1. Introduction |
| (1) With the society development pavement engineering facing unprecedented opportunities and challenges |
| (2) With the modern education development pavement engineering facing unprecedented accumulation of scientific manpower and literature |
| 2. Asphalt binder performance and modeling |
| 2.1. Binder damage,healing and aging behaviors |
| 2.1.1. Binder healing characterization and performance |
| 2.1.1. 1. Characterizing approaches for binder healing behavior. |
| 2.1.1. 2. Various factors influencing binder healing performance. |
| 2.1.2. Asphalt aging:mechanism,evaluation and control strategy |
| 2.1.2. 1. Phenomena and mechanisms of asphalt aging. |
| 2.1.2. 2. Simulation methods of asphalt aging. |
| 2.1.2. 3. Characterizing approaches for asphalt aging behavior. |
| 2.1.2. 4. Anti-aging additives used for controlling asphalt aging. |
| 2.1.3. Damage in the characterization of binder cracking performance |
| 2.1.3. 1. Damage characterization based on rheological properties. |
| 2.1.3. 2. Damage characterization based on fracture properties. |
| 2.1.4. Summary and outlook |
| 2.2. Mechanism of asphalt modification |
| 2.2.1. Development of polymer modified asphalt |
| 2.2.1. 1. Strength formation of modified asphalt. |
| 2.2.1. 2. Modification mechanism by molecular dynamics simulation. |
| 2.2.1. 3. The relationship between microstructure and properties of asphalt. |
| 2.2.2. Application of the MD simulation |
| 2.2.2. 1. Molecular model of asphalt. |
| 2.2.2. 2. Molecular configuration of asphalt. |
| 2.2.2. 3. Self-healing behaviour. |
| 2.2.2. 4. Aging mechanism. |
| 2.2.2. 5. Adhesion mechanism. |
| 2.2.2. 6. Diffusion behaviour. |
| 2.2.3. Summary and outlook |
| 2.3. Modeling and application of crumb rubber modified asphalt |
| 2.3.1. Modeling and mechanism of rubberized asphalt |
| 2.3.1. 1. Rheology of bituminous binders. |
| 2.3.1. 2. Rheological property prediction of CRMA. |
| 2.3.2. Micromechanics-based modeling of rheological properties of CRMA |
| 2.3.2. 1. Composite system of CRMA based on homogenization theory. |
| 2.3.2. 2. Input parameters for micromechanical models of CRMA. |
| 2.3.2. 3. Analytical form of micromechanical models of CRMA. |
| 2.3.2. 4. Future recommendations for improving micro-mechanical prediction performance. |
| 2.3.3. Design and performance of rubberized asphalt |
| 2.3.3. 1. The interaction between rubber and asphalt fractions. |
| 2.3.3. 2. Engineering performance of rubberized asphalt. |
| 2.3.3. 3. Mixture design. |
| 2.3.3. 4. Warm mix rubberized asphalt. |
| 2.3.3. 5. Reclaiming potential of rubberized asphalt pavement. |
| 2.3.4. Economic and Environmental Effects |
| 2.3.5. Summary and outlook |
| 3. Mixture performance and modeling of pavement materials |
| 3.1. The low temperature performance and freeze-thaw damage of asphalt mixture |
| 3.1.1. Low temperature performance of asphalt mixture |
| 3.1.1. 1. Low temperature cracking mechanisms. |
| 3.1.1. 2. Experimental methods to evaluate the low temperature performance of asphalt binders. |
| 3.1.1. 3. Experimental methods to evaluate the low temperature performance of asphalt mixtures. |
| 3.1.1. 4. Low temperature behavior of asphalt materials. |
| 3.1.1.5.Effect factors of low temperature performance of asphalt mixture. |
| 3.1.1. 6. Improvement of low temperature performance of asphalt mixture. |
| 3.1.2. Freeze-thaw damage of asphalt mixtures |
| 3.1.2. 1. F-T damage mechanisms. |
| 3.1.2. 2. Evaluation method of F-T damage. |
| 3.1.2. 3. F-T damage behavior of asphalt mixture. |
| (1) Evolution of F-T damage of asphalt mixture |
| (2) F-T damage evolution model of asphalt mixture |
| (3) Distribution and development of asphalt mixture F-T damage |
| 3.1.2. 4. Effect factors of freeze thaw performance of asphalt mixture. |
| 3.1.2. 5. Improvement of freeze thaw resistance of asphalt mixture. |
| 3.1.3. Summary and outlook |
| 3.2. Long-life rigid pavement and concrete durability |
| 3.2.1. Long-life cement concrete pavement |
| 3.2.1. 1. Continuous reinforced concrete pavement. |
| 3.2.1. 2. Fiber reinforced concrete pavement. |
| 3.2.1. 3. Two-lift concrete pavement. |
| 3.2.2. Design,construction and performance of CRCP |
| 3.2.2. 1. CRCP distress and its mechanism. |
| 3.2.2. 2. The importance of crack pattern on CRCP performance. |
| 3.2.2. 3. Corrosion of longitudinal steel. |
| 3.2.2. 4. AC+CRCP composite pavement. |
| 3.2.2. 5. CRCP maintenance and rehabilitation. |
| 3.2.3. Durability of the cementitious materials in concrete pavement |
| 3.2.3. 1. Deterioration mechanism of sulfate attack and its in-fluence on concrete pavement. |
| 3.2.3. 2. Development of alkali-aggregate reaction in concrete pavement. |
| 3.2.3. 3. Influence of freeze-thaw cycles on concrete pavement. |
| 3.2.4. Summary and outlook |
| 3.3. Novel polymer pavement materials |
| 3.3.1. Designable PU material |
| 3.3.1. 1. PU binder. |
| 3.3.1.2.PU mixture. |
| 3.3.1. 3. Material genome design. |
| 3.3.2. Novel polymer bridge deck pavement material |
| 3.3.2. 1. Requirements for the bridge deck pavement material. |
| 3.3.2.2.Polyurethane bridge deck pavement material(PUBDPM). |
| 3.3.3. PU permeable pavement |
| 3.3.3. 1. Permeable pavement. |
| 3.3.3. 2. PU porous pavement materials. |
| 3.3.3. 3. Hydraulic properties of PU permeable pavement materials. |
| 3.3.3. 4. Mechanical properties of PU permeable pavement ma-terials. |
| 3.3.3. 5. Environmental advantages of PU permeable pavement materials. |
| 3.3.4. Polyurethane-based asphalt modifier |
| 3.3.4. 1. Chemical and genetic characteristics of bitumen and polyurethane-based modifier. |
| 3.3.4. 2. The performance and modification mechanism of polyurethane modified bitumen. |
| 3.3.4. 3. The performance of polyurethane modified asphalt mixture. |
| 3.3.4. 4. Environmental and economic assessment of poly-urethane modified asphalt. |
| 3.3.5. Summary and outlook |
| 3.4. Reinforcement materials for road base/subrgrade |
| 3.4.1. Flowable solidified fill |
| 3.4.1. 1. Material composition design. |
| 3.4.1. 2. Performance control. |
| 3.4.1. 3. Curing mechanism. |
| 3.4.1. 4. Construction applications. |
| 3.4.1.5.Environmental impact assessment. |
| 3.4.1. 6. Development prospects and challenges. |
| 3.4.2. Stabilization materials for problematic soil subgrades |
| 3.4.2.1.Stabilization materials for loess. |
| 3.4.2. 2. Stabilization materials for expansive soil. |
| 3.4.2. 3. Stabilization materials for saline soils. |
| 3.4.2. 4. Stabilization materials for soft soils. |
| 3.4.3. Geogrids in base course reinforcement |
| 3.4.3. 1. Assessment methods for evaluating geogrid reinforce-ment in flexible pavements. |
| (1) Reinforced granular material |
| (2) Reinforced granular base course |
| 3.4.3. 2. Summary. |
| 3.4.4. Summary and outlook |
| 4. Multi-scale mechanics |
| 4.1. Interface |
| 4.1.1. Multi-scale evaluation method of interfacial interaction between asphalt binder and mineral aggregate |
| 4.1.1. 1. Molecular dynamics simulation of asphalt adsorption behavior on mineral aggregate surface. |
| 4.1.1. 2. Experimental study on absorption behavior of asphalt on aggregate surface. |
| 4.1.1. 3. Research on evaluation method of interaction between asphalt and mineral powder. |
| (1) Rheological mechanical method |
| (2) Microscopic test |
| 4.1.1. 4. Study on evaluation method of interaction between asphalt and aggregate. |
| 4.1.2. Multi-scale numerical simulation method considering interface effect |
| 4.1.2. 1. Multi-scale effect of interface. |
| 4.1.2. 2. Study on performance of asphalt mixture based on micro nano scale testing technology. |
| 4.1.2. 3. Study on the interface between asphalt and aggregate based on molecular dynamics. |
| 4.1.2. 4. Study on performance of asphalt mixture based on meso-mechanics. |
| 4.1.2. 5. Mesoscopic numerical simulation test of asphalt mixture. |
| 4.1.3. Multi-scale investigation on interface deterioration |
| 4.1.4. Summary and outlook |
| 4.2. Multi-scales and numerical methods in pavement engineering |
| 4.2.1. Asphalt pavement multi-scale system |
| 4.2.1. 1. Multi-scale definitions from literatures. |
| 4.2.1. 2. A newly-proposed Asphalt Pavement Multi-scale System. |
| (1) Structure-scale |
| (2) Mixture-scale |
| (3) Material-scale |
| 4.2.1. 3. Research Ideas in the newly-proposed multi-scale sys- |
| 4.2.2. Multi-scale modeling methods |
| 4.2.2. 1. Density functional theory (DFT) calculations. |
| 4.2.2. 2. Molecular dynamics (MD) simulations. |
| 4.2.2. 3. Composite micromechanics methods. |
| 4.2.2. 4. Finite element method (FEM) simulations. |
| 4.2.2. 5. Discrete element method (DEM) simulations. |
| 4.2.3. Cross-scale modeling methods |
| 4.2.3. 1. Mechanism of cross-scale calculation. |
| 4.2.3. 2. Multi-scale FEM method. |
| 4.2.3. 3. FEM-DEM coupling method. |
| 4.2.3. 4. NMM family methods. |
| 4.2.4. Summary and outlook |
| 4.3. Pavement mechanics and analysis |
| 4.3.1. Constructive methods to pavement response analysis |
| 4.3.1. 1. Viscoelastic constructive models. |
| 4.3.1. 2. Anisotropy and its characterization. |
| 4.3.1. 3. Mathematical methods to asphalt pavement response. |
| 4.3.2. Finite element modeling for analyses of pavement mechanics |
| 4.3.2. 1. Geometrical dimension of the FE models. |
| 4.3.2. 2. Constitutive models of pavement materials. |
| 4.3.2. 3. Variability of material property along with different directions. |
| 4.3.2. 4. Loading patterns of FE models. |
| 4.3.2. 5. Interaction between adjacent pavement layers. |
| 4.3.3. Pavement mechanics test and parameter inversion |
| 4.3.3. 1. Nondestructive pavement modulus test. |
| 4.3.3. 2. Pavement structural parameters inversion method. |
| 4.3.4. Summary and outlook |
| 5. Green and sustainable pavement |
| 5.1. Functional pavement |
| 5.1.1. Energy harvesting function |
| 5.1.1. 1. Piezoelectric pavement. |
| 5.1.1. 2. Thermoelectric pavement. |
| 5.1.1. 3. Solar pavement. |
| 5.1.2. Pavement sensing function |
| 5.1.2. 1. Contact sensing device. |
| 5.1.2.2.Lidar based sensing technology. |
| 5.1.2. 3. Perception technology based on image/video stream. |
| 5.1.2. 4. Temperature sensing. |
| 5.1.2. 5. Traffic detection based on ontology perception. |
| 5.1.2. 6. Structural health monitoring based on ontology perception. |
| 5.1.3. Road adaptation and adjustment function |
| 5.1.3. 1. Radiation reflective pavement.Urban heat island effect refers to an increased temperature in urban areas compared to its surrounding rural areas (Fig.68). |
| 5.1.3. 2. Catalytical degradation of vehicle exhaust gases on pavement surface. |
| 5.1.3. 3. Self-healing pavement. |
| 5.1.4. Summary and outlook |
| 5.2. Renewable and sustainable pavement materials |
| 5.2.1. Reclaimed asphalt pavement |
| 5.2.1. 1. Hot recycled mixture technology. |
| 5.2.1. 2. Warm recycled mix asphalt technology. |
| 5.2.1. 3. Cold recycled mixture technology. |
| (1) Strength and performance of cold recycled mixture with asphalt emulsion |
| (2) Variability analysis of asphalt emulsion |
| (3) Future prospect of cold recycled mixture with asphalt emulsion |
| 5.2.2. Solid waste recycling in pavement |
| 5.2.2. 1. Construction and demolition waste. |
| (1) Recycled concrete aggregate |
| (2) Recycled mineral filler |
| 5.2.2. 2. Steel slag. |
| 5.2.2. 3. Waste tire rubber. |
| 5.2.3. Environment impact of pavement material |
| 5.2.3. 1. GHG emission and energy consumption of pavement material. |
| (1) Estimation of GHG emission and energy consumption |
| (2) Challenge and prospect of environment burden estimation |
| 5.2.3. 2. VOC emission of pavement material. |
| (1) Characterization and sources of VOC emission |
| (2) Health injury of VOC emission |
| (3) Inhibition of VOC emission |
| (4) Prospect of VOC emission study |
| 5.2.4. Summary and outlook |
| 6. Intelligent pavement |
| 6.1. Automated pavement defect detection using deep learning |
| 6.1.1. Automated data collection method |
| 6.1.1. 1. Digital camera. |
| 6.1.1.2.3D laser camera. |
| 6.1.1. 3. Structure from motion. |
| 6.1.2. Automated road surface distress detection |
| 6.1.2. 1. Image processing-based method. |
| 6.1.2. 2. Machine learning and deep learning-based methods. |
| 6.1.3. Pavement internal defect detection |
| 6.1.4. Summary and outlook |
| 6.2. Intelligent pavement construction and maintenance |
| 6.2.1. Intelligent pavement construction management |
| 6.2.1. 1. Standardized integration of BIM information resources. |
| 6.2.1. 2. Construction field capturing technologies. |
| 6.2.1. 3. Multi-source spatial data fusion. |
| 6.2.1. 4. Research on schedule management based on BIM. |
| 6.2.1. 5. Application of BIM information management system. |
| 6.2.2. Intelligent compaction technology for asphalt pavement |
| 6.2.2. 1. Weakened IntelliSense of ICT. |
| 6.2.2. 2. Poor adaptability of asphalt pavement compaction index. |
| (1) The construction process of asphalt pavement is affected by many complex factors |
| (2) Difficulty in model calculation caused by jumping vibration of vibrating drum |
| (3) There are challenges to the numerical stability and computational efficiency of the theoretical model |
| 6.2.2. 3. Insufficient research on asphalt mixture in vibratory rolling. |
| 6.2.3. Intelligent pavement maintenance decision-making |
| 6.2.3. 1. Basic functional framework. |
| 6.2.3. 2. Expert experience-based methods. |
| 6.2.3. 3. Priority-based methods. |
| 6.2.3. 4. Mathematical programming-based methods. |
| 6.2.3. 5. New-gen machine learning-based methods. |
| 6.2.4. Summary and outlook |
| (1) Pavement construction management |
| (2) Pavement compaction technology |
| (3) Pavement maintenance decision-making |
| 7. Conclusions |
| Conflict of interest |
（4）后冷战时代小国在国际政治中的角色演变 ——孟加拉国和新加坡的案例研究（论文提纲范文）
| Abstract |
| Acknowledgements |
| Abbreviations and Acronyms |
| Chapter 1:Introduction |
| 1.1.Background |
| 1.2.Literature Review |
| 1.2.1.Small States in the Post-Cold War International Politics |
| 1.2.2.Global Institutions and Small States |
| 1.2.3.Regional Organizations and Small States |
| 1.2.4.Bangladesh as a Small State: Status and Contributions |
| 1.2.5.Singapore as a Small State:Status and Contributions |
| 1.3.Gaps in the Existing Literatures |
| 1.4.Research Questions |
| 1.4.1.Central Research Question |
| 1.4.2.Secondary Research Questions |
| 1.5.Statement of Hypothesis |
| 1.6.Variables of the Study |
| 1.7.Relationship among the Variables |
| 1.8.Research Objectives |
| 1.9.Research Design |
| 1.9.1.Methodology of the Study |
| 1.9.2.Data Collection Techniques |
| 1.9.3.Approach of Data Analysis and Presentation |
| 1.10.Limitations of the Study |
| 1.11.Organization of the Dissertation |
| Chapter 2:Conceptual and Theoretical Frameworks |
| 2.1.Conceptual Tools |
| 2.1.1.Small State |
| 2.1.2.International Institution: Global and Regional |
| 2.1.3.Region, Regionalism and Regional Organization |
| 2.1.4.Geopolitics |
| 2.1.5.Geoeconomics |
| 2.2. Theoretical Frameworks |
| 2.2.1.Neo-realism |
| 2.2.2.Neoliberal Institutionalism |
| Chapter 3:Historical Account of International Politics and the Role of Small States: From the Cold War to the Post-Cold War Developments |
| 3.1.Expansion of Global Institutions |
| 3.2.Progress of Regional Organizations |
| 3.3.Evolving Role of Small States |
| Chapter 4:Significance of Geopolitical and Geoeconomic attributes of Small States in the Light of the Post-Cold War Developments of International Politics |
| 4.1.Significance of Geopolitical and Geoeconomic Factors for Small States |
| 4.2.Bangladesh as a Small State and its Foreign Policy Principles |
| 4.3.Geopolitical and Geoeconomic Significance of Bangladesh |
| 4.3.1.Geographical Characteristics of Bangladesh |
| 4.3.2.Geopolitical Significance of Bangladesh |
| 4.3.3.Geoeconomic Significance of Bangladesh |
| 4.4.Inputs of Bangladesh' Geopolitical and Geoeconomic Attributes to its Foreign Policy |
| 4.5.Singapore as a Small State and its Foreign Policy Principles |
| 4.6.Geopolitical and Geoeconomic Significance of Singapore |
| 4.6.1.Geographical Characteristics of Singapore |
| 4.6.2.Geopolitical Significance of Singapore |
| 4.6.3.Geoeconomic Significance of Singapore |
| 4.7.Inputs of Singapore's Geopolitical and Geoeconomic Attributes to its Foreign Policy |
| Chapter 5:Significance of Global Institutions for Small States in the Post-Cold War Era |
| 5.1.Significance of Global Institutions for Small States |
| 5.2.The Case Study of Bangladesh |
| 5.3.The Case Study of Singapore |
| Chapter 6:Significance of Regional Organizations for Small States in the Post-Cold War Era |
| 6.1.Significance of Regional Organizations for Small States |
| 6.2.Bangladesh in SAARC: A Small State's Imperative |
| 6.3.Singapore in ASEAN: A Small State's Champion |
| Chapter 7:Major Findings of the Study |
| Chapter 8:Conclusion and Implications of the Study |
| APPENDIX1 AREA,POPULATION,GDP AND MILITARY EXPENDITURE BY COUNTRY IM SOUTH ASIA |
| APPENDIX2 AREA,POPULATION,GDP AND MILITARY EXPENDITURE BY COUNTRY IN SOUTHEAST ASIA |
| APPENDIX3 REGIONAL ORGANIZATIONS(1945-2010) |
| References |
| 学位论文评阅及答辩情况表 |
（5）获取真实领导力与组织学习和创新对CPEC项目管理成功的中介效应（论文提纲范文）
| 摘要 |
| ABSTRACT |
| List of Abbreviations |
| Chapter 1 Commencement and Study Context |
| 1.1 Study Perspective and Introduction |
| 1.2 Background of the Study |
| 1.2.1 Project Management |
| 1.2.2 Contemporary studies of Project Management |
| 1.2.3 Project Success |
| 1.2.4 Authentic Leadership |
| 1.2.5 Organizational Innovation |
| 1.2.6 Organizational Learning |
| 1.3 Aim and Objectives |
| 1.4 Research Questions |
| 1.5 Significance of the Research |
| 1.6 Research Methodology |
| 1.7 Dissertation Layout |
| 1.8 Summary |
| Chapter 2 Targeted Study |
| 2.1 Introduction |
| 2.2 China Pakistan Economic Corridor (CPEC) |
| 2.3 Energy Power Projects |
| 2.3.1“Port Qasim Coal-Fired Power Plant” |
| 2.3.2 Hydropower Station (Suki Kinari) |
| 2.3.3“Coal Power Plant (Sahiwal)” |
| 2.3.4 Wind Farm Hydro China (Dawood) |
| 2.3.5 Coal Power Project Gwadar |
| 2.3.6 Quaid-E-Azam Power Project Bahawalpur (Solar Park) |
| 2.3.7“UEP Wind Farm”(Jhimpir, Thatta) |
| 2.3.8 Sachal Farm (Thatta) |
| 2.3.9 Hydropower Station (Karot) |
| 2.3.10 Three Gorges Third Wind Power Project |
| 2.3.11 Coal Power Plant (HUB) |
| 2.3.12 Kohala Hydel Project AJK |
| 2.3.13 Fuel Power Plant (Rahimyar Khan) |
| 2.3.14 Cacho Project Wind Energy |
| 2.3.15 Wind Power Project (Western Energy) |
| 2.4 Mining Projects |
| 2.4.1 (Thar) Engro Coal Field Block II Surface Mine |
| 2.4.2 Coal Field Surface Mine Thar II |
| 2.4.3 Mine Mouth Power Phase Coal Block-I &Sec (Ssrl Thar) |
| 2.4.4 Surface Mine & Mouth Oracle Plant Thar |
| 2.5 Project under Consideration |
| 2.6 Infrastructure Projects |
| 2.6.1“(Multan-Sukkur Section) Peshawar-Karachi Motorway” |
| 2.6.2 (Thakot -Havelian Section) KKH PHASE II |
| 2.6.3 Basima - Khuzdar Road |
| 2.6.4 D.I.Khan - Zhob Upgradation |
| 2.6.5 N35 KKH Thakot-Raikot |
| 2.6.6 Surab-Hoshab (N-85) |
| 2.6.7 Gwadar – Turbat – Hoshab (M-8) |
| 2.6.8 Zhob Quetta (N-50) |
| 2.6.9 D.I Khan (Yarik) –Zhob (N-50) |
| 2.6.10 D.I Khan Motorway Hakla |
| 2.6.11 Chitral to Chakdara, Link Road from Gilgit, Shandor |
| 2.6.12 Expansion and Reconstruction of ML1 |
| 2.7 Economic Zones |
| 2.7.1 Nowshera, Rashakai Economic Zone |
| 2.7.2 Special Economic Zone Dhabeji |
| 2.7.3 Development Free Zone |
| 2.8 Gwadar Projects |
| 2.8.1 Expressway (Gwadar East-Bay) |
| 2.8.2 International Airport (New Gwadar) |
| 2.8.3 Breakwaters Construction |
| 2.8.4 Berthing Areas & Channels Dredging |
| 2.8.5 Fresh Water Treatment Indispensable Facilities |
| 2.8.6 Pak-China Friendship Hospital |
| 2.8.7 Technical and Vocational Institution (Gwadar) |
| 2.8.8 Smart Master City Plan Gwadar |
| 2.8.9 Project Livelihood (Gwadar) |
| 2.9 Different Sector Projects |
| 2.9.1 Havelian Dry Port |
| 2.9.2 Optical Fiber (Cable Cross Border) |
| 2.9.3 Digital Terrestrial Multimedia Broadcast (DTMB) Project |
| 2.9.4 Early Warning System (EWS), Pakistan Meteorological Department |
| 2.9.5 Karachi Circular Railway |
| 2.9.6 Orange Line – Lahore |
| 2.9.7 Transfer of Knowledge in Different Sectors |
| 2.9.8 Transfer of Knowledge in the Education Sector |
| 2.9.9 HVDC Transmission Line Project, Matiari to Lahore |
| 2.10 Summary |
| Chapter 3 Literature Review |
| 3.1 Introduction |
| 3.2 China Pakistan Economic Corridor |
| 3.2.1 Pak-China Brotherhood |
| 3.2.2 China’s Dream |
| 3.2.3 Management of CPEC |
| 3.2.4 Structural Body |
| 3.2.5 Financial Assistance |
| 3.3 Project Management |
| 3.3.1 Ancient History of Project Management |
| 3.3.2 Project Management Four Period |
| 3.3.3 Post Project Management Fourth Eras |
| 3.3.4 Project Management Future |
| 3.3.5 The Current Project Management State |
| 3.3.6 Project Management Practice |
| 3.3.7 Project Management Objectives |
| 3.4 Project success |
| 3.4.1 Definition of Project |
| 3.4.2 Studies of Project Success Criteria |
| 3.4.3 Project Categorization |
| 3.4.4 Project Success and Different Stakeholders |
| 3.4.5 Project Manager Traits Related to Project Success |
| 3.4.6 Criteria to Measure Project Success |
| 3.4.7 Causatives of Project Success |
| 3.4.8 Belassi and Tukel’s Determined Critical Success Factors (CSPs) |
| 3.4.9 Critical Success Factors by Van der Merwe Hauptfleisch’s and Els |
| 3.4.10 Critical Success Factors by Ivanova’s and Alexandrova |
| 3.4.11 Critical Success Factors Nistor’s Belieu and Crisan |
| 3.5 Authentic Leadership |
| 3.5.1 What is Authentic? |
| 3.5.2 Defining Authenticity |
| 3.5.3 Ethics and Authentic Leadership |
| 3.5.4 Perception of Authentic Leadership Style |
| 3.5.5 Development of Authentic Leadership and Authentic Leaders |
| 3.5.6 Authentic Leadership Constituents |
| 3.5.7 Leadership Theories based AL differentiation |
| 3.5.8 Differentiating authentic and transformational leadership (TL) |
| 3.5.9 Charismatic Leadership Theories and Authentic Leadership |
| 3.5.10 Spiritual Leadership (SL), Servant Leadership and (AL) AuthenticLeadership |
| 3.6 Organizational Learning |
| 3.6.1 Experiential Theory of Learning |
| 3.6.2 Adaptive and Generative Theory of Learning |
| 3.6.3 Types of Organizational Learning |
| 3.6.4 Learning Dimensions by NEEF |
| 3.6.5 Organizational Learning and Organizational Innovation |
| 3.7 Organizational Innovation |
| 3.7.1 Previous Research Supports Innovation |
| 3.7.2 Conceptual Review |
| 3.7.3 Duality Management and Organizational Innovation |
| 3.7.4 Supported Theories to Organizational Innovation |
| 3.7.5 Ambidextrous Theory of Innovation |
| 3.7.6 Management Change and Self-Organization |
| 3.8 Summary |
| Chapter 4 Theoretical Framework |
| 4.1 Introduction |
| 4.2 The Significance of Planning a Research Design Framework |
| 4.3 Developing the Research Design Framework |
| 4.3.1 Theoretical Framework Significance |
| 4.3.2 Theoretical Framework of the Study |
| 4.3.3 Project Management |
| 4.3.4 Authentic Leadership |
| 4.3.5 Organizational Learning and Conceptual Framework |
| 4.3.6 Organizational Innovation |
| 4.3.7 Project Success (Ps) |
| 4.4 Philosophy and Research Assumptions |
| 4.4.1 Ontology |
| 4.4.2 Epistemology |
| 4.4.3 Linking Ontology, Epistemology and Methodology |
| 4.5 Development of Hypothesis |
| 4.5.1 Appraising the Authentic Leadership on OL |
| 4.5.2 Appraising the A.L. on Success of Project |
| 4.5.3 Appraising the Organizational Learning on Organization Innovation |
| 4.5.4 Appraisal of Organizational Innovation on Project Success |
| 4.5.5 Appraising the Organizational Learning on Project Success |
| 4.5.6 Appraising the Mediating Character of O.L. amid Authentic Leadership andCPEC Project Success |
| 4.5.7 Appraising the Connecting Function of O.I., O.L. and Project Success |
| 4.5.8 Appraising the Connecting Function of O.I. and O.L. amid AL and ProjectSuccess |
| 4.6 Summary |
| Chapter 5 Research Methodology |
| 5.1 Introduction |
| 5.2 Philosophy of Research |
| 5.2.1 Nature of Social Science and Related Assumptions |
| 5.2.2 Nature of Society in Assumptions |
| 5.2.3 Research Paradigms |
| 5.3 Research Approach |
| 5.4 Methodology of Research |
| 5.5 Research Strategy |
| 5.5.1 Survey Research: The Preferred Approach |
| 5.6 The Design of Research |
| 5.7 Sampling and Research Population |
| 5.8 Methods of Data Collection |
| 5.8.1 Questionnaire Development |
| 5.8.2 Design of Questionnaire |
| 5.8.3 Types of Questions |
| 5.8.4 Measurement Scales |
| 5.9 Test Pilot |
| 5.10 Main Questionnaire Survey |
| 5.10.1 Response Rate |
| 5.11 Semi-Structured Interviews |
| 5.12 Techniques of Data Analysis |
| 5.12.1 Structural Equation Modelling |
| 5.12.2 The Underlying Principle for Using AMOS |
| 5.12.3 Expending AMOS for Testing of Hypotheses |
| 5.12.4 Reliability analysis |
| 5.13 Ethical Considerations |
| 5.14 Summary |
| Chapter 6 Survey & Hypothesis Results |
| 6.1 Introduction |
| 6.2 Characteristics of Study Sample |
| 6.2.1 Characteristics of Surveyed Organizations |
| 6.3 Policies and Planning for Project Management |
| 6.3.1 Project Management Development |
| 6.3.2 Project Management vs. General Management |
| 6.3.3 Nature of Policies |
| 6.3.4 Responsibility for Developing Plans and Policies |
| 6.3.5 Expectation Level of Plan Implementation |
| 6.4 Implementation of Project Relating Innovation and Learning Programme |
| 6.4.1 Analysis Regarding Project Need |
| 6.4.2 Methods for Need Analysis |
| 6.4.3 Circumstances for Need in P.M.D |
| 6.4.4 Approaches to Innovation and Learning |
| 6.4.5 Methods Used for Development and Learning |
| 6.5 Summary of Quantitative Analysis |
| 6.6 Hypotheses Testing Introduction |
| 6.7 Descriptive Statistics |
| 6.8 Empirical Analysis |
| 6.9 Bivariate Analysis (Correlations) |
| 6.10 Multiple Regression Analysis |
| 6.11 Data Screening |
| 6.11.1 Missing Data |
| 6.11.2 Outliers Detection |
| 6.11.3 Multi-collinearity |
| 6.12 Data Exploration |
| 6.12.1 Communality Scores |
| 6.13 Confirmatory Factor Analysis (C.F.A.) |
| 6.13.1 Authentic Leadership |
| 6.13.2 Organizational Innovation |
| 6.13.3 Organizational Learning |
| 6.13.4 Project Success |
| 6.13.5 Measurement Model |
| 6.14 SEM (Structural Equation Modeling) |
| 6.14.1 Indirect Effects |
| 6.15 Testing of Hypotheses |
| 6.15.1 AL and OL |
| 6.15.2 AL and PMS |
| 6.15.3 OL and OI |
| 6.15.4 OI and PMS |
| 6.15.5 OL and PMS |
| 6.16 Summary |
| Chapter 7 Qualitative Findings |
| 7.1 Introduction |
| 7.2 Semi-structured Interviews |
| 7.3 Background Information |
| 7.4 Usage of Project Management Practices |
| 7.5 Feature Influencing the Project Management |
| 7.6 Apparent Advantages of PMP |
| 7.7 Complications in Assessing AL, OI, OL and Project Success |
| 7.8 Summary |
| Chapter 8 Discussion, Contribution and Recommendation |
| 8.1 Introduction |
| 8.2 Leading Research Outcomes |
| 8.3 Research Question and Hypothesis Testing Assessment |
| 8.3.1 Impact of Authentic Leadership on Organizational Learning |
| 8.3.2 Impact of Authentic Leadership on CPEC Project Success |
| 8.3.3 Impact of Organizational Learning on Organization Innovation |
| 8.3.4 Impact of Organizational Innovation on CPEC Project Success |
| 8.3.5 Impact of Organizational Learning on CPEC Project Success |
| 8.3.6 Mediating Role of Organizational Learning between Authentic Leadershipand CPEC Project Success |
| 8.3.7 Mediating Role of Organizational Innovation between Organization Learningand CPEC Project Success |
| 8.3.8 Mediating Role of Organizational Innovation and Organizational Learningbetween Authentic Leadership and CPEC Project Success |
| 8.4 Authentic Leadership and Project Success |
| 8.5 Authentic Leadership and Organizational Learning |
| 8.6 Organizational Learning and Organizational Innovation |
| 8.7 Organizational learning and Project Success |
| 8.8 Organizational Innovation and Project Success |
| 8.9 Summary |
| Chapter 9 Final Conclusion |
| 9.1 Introduction |
| 9.2 Summarized Version of Research Outcomes |
| 9.3 Research Contribution |
| 9.4 Implementations of the Study |
| 9.4.1 Theoretical, Methodological and Contextual Implications |
| 9.4.2 Validation of the Discussed Variables |
| 9.4.3 Managerial Level Policy Implications |
| 9.4.4 Government Level Policy Implications |
| 9.5 Limitations of the Study |
| 9.6 Future Directions and Recommendations |
| 9.7 Epilogue |
| Reference |
| Appendix |
| Acknowledgement |
| Dedication |
（6）西南科技大学校园网页新闻汉英翻译实践报告（论文提纲范文）
| Abstract |
| 摘要 |
| Chapter One Introduction |
| 1.1 Background of the Translation Project |
| 1.2 Analysis of the Source Text |
| 1.3 Structure of the Report |
| Chapter Two Translation Processes |
| 2.1 Pre-translation Preparation |
| 2.2 Translation Procedures |
| 2.3 Proofreading after Translation |
| Chapter Three Introduction to the Guiding Theory |
| 3.1 The Memetics Theory |
| 3.1.1 The Origin of the Memetics Theory |
| 3.1.2 The Development of the Memetics Theory |
| 3.2 The Guiding Role of Memetics Theory on Campus Web Page News Translation |
| 3.2.1 The Guiding Theory |
| 3.2.2 The Specific Process |
| Chapter Four Case Study |
| 4.1 Translation choices under tense changes in translation |
| 4.1.1 The Omission |
| 4.1.2 The Explanatory |
| 4.1.3 The Syntactic Linearity |
| 4.2 Translation choices under grammatical features in translation |
| 4.2.1 The Division |
| 4.2.2 The Integration |
| 4.2.3 The Syntactic Reverse |
| 4.3 Translation choices under cultural communication in translation |
| Chapter Five Quality Evaluation of Translations |
| 5.1 Self-evaluation |
| 5.2 Client-evaluation |
| 5.3 Commissioner-evaluation |
| Chapter Six Conclusion |
| 6.1 Conclusion to the translation process |
| 6.1.1 Experiences accumulated in task |
| 6.1.2 Deficiencies in the translation process |
| 6.2 Suggestions for translating campus news |
| Acknowledgement |
| Bibliography |
| Appendix A The Source Text and the Target Text |
| Appendix B Certificate of Translation Practice |
| Appendix C Glossary of terms |
| Appendix D Translation Aids Website |
（8）Geochronology and Ore Genesis of the Niujuan-Yingfang Pb-Zn-Ag Deposit in Fengning, Northern North China Craton: Constraints from Fluid Inclusions, H-O-S Isotopes and Fluorite Sr-Nd Isotopes（论文提纲范文）
| 0 INTRODUCTION |
| 1 GEOLOGICAL SETTING |
| 2 ORE DEPOSIT GEOLOGY |
| 3 SAMPLES AND ANALYTICAL METHODS |
| 3.1 Fluid Inclusions (FIs) |
| 3.2 Stable Isotopes |
| 3.3 Sr-Nd Isotopes |
| 4 RESULTS |
| 4.1 Fluid Inclusions (FIs) |
| 4.1.1 Fluid inclusion petrography |
| 4.1.2 Fluid inclusion microthermometry |
| 4.1.3 Laser Raman spectroscopy |
| 4.2 Stable Isotopes |
| 4.2.1 Sulfur isotopes |
| 4.2.2 Hydrogen and oxygen isotopes |
| 4.3 Sr-Nd Isotopes |
| 5 DISCUSSION |
| 5.1 Timing of Pb-Zn-Ag Mineralization |
| 5.2 Source of Ore-Forming Fluids |
| 5.2.1 Sr-Nd isotopic evidence |
| 5.2.2 H-O isotopic and fluid inclusion evidence |
| 5.3 Source of Ore-Forming Materials |
| 5.4 Mineral Precipitation Mechanism |
| 5.5 Genetic Model |
| 6 CONCLUSIONS |
（9）深部金属矿山岩爆卸压爆破控制技术研究（论文提纲范文）
| ABSTRACT |
| 摘要 |
| LIST OF ABBREVIATIONS AND NOTATIONS |
| CHAPTER 1 GENERAL INTRODUCTION |
| 1.1 Research Background |
| 1.1.1 The main source of research problem |
| 1.2 Research Significances |
| 1.3 Research Status in China and Abroad |
| 1.3.1 Research status on rock burst in Chinese mines |
| 1.3.2 Research status on rock burst in abroad |
| 1.3.2.1 Rock burst in Australian mines |
| 1.3.2.2 Rock burst in South African mines |
| 1.3.2.3 Rock burst in American mines |
| 1.3.2.4 Rock burst in European mines |
| 1.3.2.5 Rock burst in Indian mines |
| 1.4 Research Status on Rock burst Mechanism and Evaluation Approaches |
| 1.4.1 Rock burst mechanism |
| 1.4.2 Classification of rock burst mechanism |
| 1.4.3 Evaluation approaches for rock burst tendency |
| 1.5 Main Characteristics of Rock burst |
| 1.6 Rock burst Control Methods |
| 1.7.Research Methods,Objectives,Main Contents,and Framework |
| 1.7.1 Research methods |
| 1.7.2 Research objectives |
| 1.7.3 Main research contents |
| 1.7.4 Research framework |
| CHAPTER 2 DESTRESS BLASTING AS ESSENTIAL TECHNIQUE TO CONTROL ROCKBURST IN DEEP MINES |
| 2.1 Introduction |
| 2.2 Literatures on Destress Blasting Technique |
| 2.2.1 Meaning of destress blasting |
| 2.2.2 Brief historical development of destress blasting |
| 2.2.3 Specific application of destress blasting |
| 2.3 Classification of Destress Blasting Based on the Application Manners |
| 2.4 Mechanism of Destress Blasting(MDB) |
| 2.4.1 Destress blasting in mining face and mine roadway |
| 2.4.2 Rock fracture mechanism under the action of destress blasting |
| 2.4.3 Influencing factors of destress blasting |
| 2.5 Suitable Areas for the Application of Destress Blasting |
| 2.5.1 Tunneling |
| 2.5.2 Underground mine roadways |
| 2.5.3 Underground mine pillars |
| 2.5.4 Underground mining method |
| 2.6 Some Challenges in Field Application of Destress Blasting Technique |
| 2.7 Summary |
| CHAPTER 3 MAIN CASE STUDY:GAOFENG MINE |
| 3.1 Location and Transportation Network of Mining Area |
| 3.2 Physical Geography and Economic Survey of Mining Area |
| 3.3 Geological Profile of Mining Area |
| 3.3.1 Regional geology |
| 3.3.2 Mining area’s strata |
| 3.3.3 Structure |
| 3.3.4 Igneous rock |
| 3.4 Ore Setting |
| 3.5 Mining Technical Conditions in Mining Area |
| 3.5.1 Hydrogeological conditions |
| 3.5.2 Engineering geological conditions |
| 3.5.3 Environmental geological conditions |
| 3.6 Mining Method |
| 3.7 Application of Rock Mechanics Methods to Evaluate Rock burst Tendency |
| 3.7.1 Determination of in-situ stresses |
| 3.7.1.1 Methods of in situ stress determination |
| 3.7.1.2 Determination of in-situ stresses in mining area |
| 3.7.2 Measurements of Rock Mechanical Parameters |
| 3.7.2.1 Rock mechanical parameters of deep orebody in the mining area |
| 3.8 Selected Evaluation Methods for Rock burst Tendency |
| 3.8.1 Indices used to evaluate rock burst tendency |
| 3.8.1.1 Barton criterion |
| 3.8.1.2 Maximum stored elastic strain energy index |
| 3.8.1.3 Elastic energy index |
| 3.8.1.4 Brittleness criterion |
| 3.8.1.5 Impact energy index |
| 3.8.2 Evaluation results of rock burst tendency in mining area |
| 3.8.3 Analysis and discussion of the evaluation results |
| 3.9 Summary |
| CHAPTER4 DESTRESS BLASTING SCHEMES FOR MINING OREBODY No.105 IN GAOFENG MINE |
| 4.1 Introduction |
| 4.2 Stress Around the Stope |
| 4.3 Stress Transfer Principle by Destress Blasting(brief review) |
| 4.4 Analysis of the Influences of Different Blasthole Depths for Destress Blasting Effect on Front wall Rocks |
| 4.4.1 Three-dimensional numerical simulation |
| 4.4.2 Finite element model assumptions |
| 4.4.3 Finite element software and the construction of finite element models |
| 4.4.4 Model material parameters |
| 4.4.5 Models for different blasthole depths |
| 4.4.5.1 Equivalent stress contours of face’s front wall under the different depths of destress blastholes |
| 4.4.5.2 Shear stress contours of face’s front wall under the different depths of destress blastholes |
| 4.4.5.3 Stress contours in different directions under the different depths of destress blastholes |
| 4.4.5.4 Blasthole depth and the thickness of destressed zone |
| 4.5 Suggested Processes Followed to Propose the Destress Blasting Schemes |
| 4.6 Proposed Destress Blasting Schemes |
| 4.6.1 Non destress blasting face(NDBF) |
| 4.6.2 Face destress blasting |
| 4.6.2.1 Face destress blasting in two sidewalls rocks(DBS Ⅰ) |
| 4.6.2.2 Face destress blasting in front wall rocks(DBS Ⅱ) |
| 4.6.2.3 Face destress blasting in overburden strata(DBS Ⅲ) |
| 4.6.2.4 Face destress blasting in3 walls(2 sidewalls and front wall rocks) (DBS Ⅳ) |
| 4.7 Analysis of the Effects of Proposed Destressing Schemes by Numerical Simulation |
| 4.7.1 Analysis of the numerical simulation results for non-destress blasting face |
| 4.7.2 Analysis of the numerical simulation results for face destress blasting |
| 4.7.2 1.Equivalent stress(Mises) contours of ore body under4 destressing schemes |
| 4.7.2.2 Shear stress contours(Tresca) of ore body under4 destressing schemes |
| 4.7.2.3 Influence of4 destressing schemes on rock isotropic stresses |
| 4. 8 Summary |
| CHAPTER5 GENERAL CONCLUSION AND FUTURE RESEARCH FOCUS |
| 5.1 General Conclusion |
| 5.2 Limitations and Future Focus |
| REFERRENCES |
| ACKNOWLEDGEMENTS |
| RESEARCH ACHIEVEMENTS DURING THE PERIOD OF MASTER STUDIES |
（10）Types of uranium deposits in central Zhuguang Mountains in Hunan Province, South China and their metallogenic regularity and prospecting directions（论文提纲范文）
| 1. Introduction |
| 2. Regional geologic setting |
| 3. Geological characteristics of uranium deposits |
| 3.1. Main types of uranium deposits |
| 3.2. Endogranitic uranium deposits |
| 3.3. Perigranitic uranium deposits |
| 3.4. Contact zone type uranium deposit |
| 4. Metallogenic regularity |
| 4.1. Uranium metallogenic geological conditions |
| 4.1.1. Ore-hosting strata and ore-bearing formations |
| 4.1.2. Characteristics of magmatic activities |
| 4.1.3. Tectonic environment of uranium mineralization |
| 4.1.4. Characteristics of vein filling and hydrothermal alteration |
| 4.2. Uranium metallogenic epochs |
| 4.3. Spatial distribution of uranium deposits |
| 4.4. Uranium metallogenic series |
| 5. Prospecting directions |
| 5.1. Yangjiaonao target area |
| 5.2. Xiaokeng target area |
| 5.3. Jiaoyelong target area |
| 5.4. Dongshui target area |
| 5.5. Daxia target area |
| 5.6. Qiaotou target area |
| 6. Conclusions |
| CRedi T authorship contribution statement |
| Declaration of competing interest |
四、TIANJIN INSTITUTE OF GEOLOGY AND MINERAL RESOURCES——THE SUMMARY OF SCIENTIFIC RESEARCH WORK（论文参考文献）
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