一、SHENYANG INSTITUTE OF GEOLOGY AND MINERAL RESOURCES——ACHIEVEMENTS OF RESEARCH（论文文献综述）
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[1]（2021）在《New innovations in pavement materials and engineering:A review on pavement engineering research 2021》文中指出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.
刘建坡,司英涛,魏登铖,师宏旭,王人[2]（2021）在《中国地下金属矿山微震监测技术应用进展及展望（英文）》文中研究指明微震监测技术已经成为我国地下金属矿山岩体安全风险管理的重要技术手段。我国金属矿具有构造应力大、矿体形态不规则、矿体赋存条件多样、生产工序复杂的特点,相对于国外矿山及其他地下工程领域,微震监测技术在我国地下金属矿山的应用具有多样性。本文系统总结了我国地下金属矿山微震监测应用现状、应用领域及取得的相关成果,覆盖地压灾害监测与安全风险评估、回采参数优化、岩体破裂机制、采空区稳定性监测、断层滑动风险评估、矿山救援人员定位、民采盗采监测及水害造成的岩体稳定性监测等方面。此外,结合我国金属矿山开采领域信息化、无人化、智能化的发展需求,提出了我国微震监测技术在信号智能识别及精确定位算法、设备自主研发、与其他开采扰动岩体响应信息协同分析和地压灾害风险评估应用等方面的信息化、智能化发展方向。
郭春丽,刘泽坤[3]（2021）在《华南地区加里东期花岗岩：成岩和成矿作用的地质与地球化学特征》文中认为自20世纪50年代江西龙回和陡水岩体被发现,至今华南地区已经有160多个花岗质岩体被确认形成于加里东期（主要包含奥陶纪、志留纪和泥盆纪）,其中只有14个岩体与金属矿（以钨矿为主,含少量钼、铜、锡和金矿）有成因关系,11个岩体与稀土矿有成因关系。前人对加里东期花岗岩特征的归纳主要集中在岩石学、地球化学和构造动力学等方面,而极少对该期成矿作用进行系统总结。通过搜集和整理已公开发表的280篇学术论文和学位论文中的800个成岩和成矿年龄,1 248个样品的全岩主量、微量元素数据,428个样品的全岩Sr-Nd同位素数据和2 352个测试点的锆石Lu-Hf同位素数据,从以下4个方面对加里东期花岗岩的含矿性特征进行了梳理:（1）岩浆活动与金属成矿的年龄峰值均集中在440～420 Ma;（2）成金属矿的花岗岩主要分布于大瑶山和桂北—桂东北地区,虽然都是以钨矿为主的岩石,但是这两个地区花岗岩的源区物质和分异程度均具有差异性;（3）成稀土矿的花岗岩主要分布于武夷和南岭地区,前者大多数发生了变质作用,而后者以块状构造为主;（4）与奥陶纪和泥盆纪花岗岩相比,志留纪花岗岩的分布面积最广,岩性最宽泛,物质来源也最为复杂。
吴昌志,贾力,雷如雄,陈博洋,丰志杰,凤永刚,智俊,白世恒[4]（2021）在《中亚造山带天河石花岗岩及相关铷矿床的主要特征与研究进展》文中进行了进一步梳理铷是重要的"关键金属"矿产资源,是未来各国资源争夺的焦点。虽然我国铷矿资源总量丰富,但主要为低品位难以加工利用的花岗岩型铷矿床,而以铁锂云母、锂云母和铯沸石等作为矿石矿物的高品位易加工花岗伟晶岩型铷矿床非常有限。因此,富铷花岗岩及相关铷矿床的形成过程、元素分异机制以及铷在不同矿物相中的赋存状态和控制因素是铷矿床成矿机制研究和找矿工作的关键。本文在对花岗（伟晶）岩铷矿主要研究进展进行综述的基础上,简介中亚造山带东、西段典型天河石花岗岩及相关铷等稀有金属矿床的主要特征和时空分布,并对未来研究重点进行了展望。本文认为,中亚造山带是全球最重要的天河石花岗岩和相关稀有金属矿床成矿域,其西段大量发育三叠纪天河石花岗岩,而东段大量发育晚侏罗至早白垩世天河石花岗岩。两者形成时代和构造背景分别与古亚洲洋向古特提斯洋构造域,以及古亚洲洋向古太平洋构造域的巨大转折相对应,铷等稀有金属成矿潜力巨大,值得开展深入的年代学、岩石学和矿床成因研究。
杨岳清,王登红,孙艳,赵芝,刘善宝,王成辉,郭维明[5]（2021）在《矿产资源研究所“三稀”矿产研究与找矿实践70年历程——回顾与启示》文中研究指明稀有、稀土和稀散元素（三稀）目前已成为世界各国经济发展中的关键矿产。中华人民共和国成立以来,中国地质科学院矿产资源研究所作为中国矿床地质工作者大家庭中的成员,一直致力于三稀资源的研究和探索。一代又一代人,为国家做出了贡献。其中,对世界闻名的新疆可可托海3号脉和内蒙古白云鄂博稀有稀土矿床较早就投入了工作,他们为此付出了毕生精力;在湖南香花岭含铍条纹岩中发现了中国第一个新矿物——香花石;1970年后,在内蒙古巴尔哲、福建南平和四川大水沟稀土、稀有和分散元素等矿床发现后,也开展了深入系统的研究,特别是在中国首次发现风化壳离子吸附型稀土矿床后,对稀土元素赋存状态的确定和分布规律做出了重要贡献。进入21世纪,三稀资源被确定为关键矿产后,矿产资源研究所进一步加强了这方面的工作,不但取得了理论上的创新,而且发现了一批新的三稀矿产地,尤其是在川西甲基卡和可尔因等地投入了大量的地质、地球物理、地球化学、遥感、钻探等工作,其中钻探工作量就达11818.96 m,为把川西花岗伟晶岩型稀有金属矿集区建设成为国家大型锂矿基地作出了新贡献。对于卤水型锂及其他稀有金属矿产资源的调查研究和开发利用也一直是矿产资源研究所的重点,几十年来从未间断,在柴达木盆地西部、四川盆地东北部及江汉盆地等地近年来不断取得新进展。
Yao Wang,Chi-hui Guo,Shu-rong Zhuang,Xi-jie Chen,Li-qiong Jia,Ze-yu Chen,Zi-long Xia,Zhen Wu[6]（2021）在《Major contribution to carbon neutrality by China’s geosciences and geological technologies》文中研究说明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.
Wei Zhang,Weijie Zhao,Liang Zhao[7]（2021）在《Institute of Geology and Geophysics, Chinese Academy of Sciences——The time-space exploration from Earth core to galaxies》文中进行了进一步梳理The Institute of Geology and Geophysics, Chinese Academy of Sciences（IGGCAS） is located in the ancient city of Beijing, with the 700-yearold ancient city wall of the Yuan dynasty to the south and the prosperous Olympic Avenue to the east. Just as its location connects past and present, IGGCAS enjoys a long history as well as a brilliant future.
Muhammad Imran Asghar（大民）[8]（2021）在《新疆哈密天山乡中—晚二叠世地层及孢粉植物群》文中提出本次研究区位于中国西北新疆天山乡,剖面地层自下而上为中二叠世早期芦草沟组,中二叠世中期红雁池组,中二叠世晚期—晚二叠世早期泉子街组,共采集孢粉样品40个。研究发现,芦草沟组和红雁池组可见少量孢粉化石,泉子街组孢粉化石较丰富,通过分析对比孢粉化石与母体植物,自下而上划分了4个孢粉组合。根据植物生态学,尝试恢复该研究区的古气候和古环境。得到以下认识:1、芦草沟组上段的孢粉化石共计8属9种:Cyclogranisporites staplinii（史蒂普林圆形粒面孢）,Potonieisporites rotundus（圆形波脱尼粉）,Potonieisporites sp.（波脱尼粉（未定种））,Solisisporites coalensis（联合索里斯粉）,Klausipollenites sp.（克氏粉（未定种））,Sulcatisporites ovatus（卵圆具沟双囊粉属）,Protohaploxypinus arachnoideus（蛛网单束多肋粉）,Karamayisaccites ovatus（卵形克拉玛依粉）,和Lueckisporites virkkiae（维尔基二肋粉）。红雁池组孢粉化石共计12属14种:Calamospora sp.（芦木孢（未定种））,Cyclogranisporites cf.aureus（美丽圆形粒面孢）,Cyclogranisporites staplinii（史蒂普林圆形粒面孢）,Verrucosisporites papulosus（丘疹圆形块瘤孢）,Anapiculatisporites heterochaetus（异饰背锥瘤孢）,Raistrickia obtusosaetosa（钝刺叉瘤孢）,Convolutispora tuberculata（小结节蠕瘤孢）,Cristatisporites echinatus（具刺梳冠孢）,Divarisaccus cinctus（围绕隔囊粉）,Limitisporites pristinus（原始直缝二囊粉）,Protohaploxypinus jimusarensis（吉木萨尔单束多肋粉）,Protohaploxypinus suchonensis（苏春单束多肋粉）,Striatopodocarpites sp.（罗汉松型多肋粉（未定种））和Hamiapollenites exolescus（成熟哈姆粉）。泉子街组下段共计16属17种:Leiotriletes subintortus（亚盘绕光面三缝孢）,Calamospora minuta（小型芦木孢）,Calamospora sp.（芦木孢（未定种））,Anapiculatisporites sp.（背锥瘤孢（未定种））,Raistrickia obtusosaetosa（钝刺叉瘤孢）,Convolutispora tuberculata（小结节蠕瘤孢）,Endoculeospoa sp.（内腔孢（未定种））,Cordaitina rotata（轮状科达粉）,Potonieisporites rotundus（圆形波脱尼粉）,Samoilovitchisaccites sp.（萨氏粉（未定种））,Noeggerathiopsidozonotriletes multirugulatus（多皱匙叶粉）,Solisisporites coalensis（联合索里斯粉）,Parasaccites obscurus（昏暗侧囊粉）,Striatomonosaccites extensus（平坦多肋单囊粉）,Hamiapollenites radiatus（辐射哈姆粉）,Vittatina subsaccata（亚囊叉肋粉）,Lueckisporites virkkiae（维尔基二肋粉）。泉子街组上段共计17属25种:Leiotriletes parvus（小光面三缝孢）,Leiotriletes subintortus（亚盘绕光面三缝孢）,Calamospora minuta（小型芦木孢）,Calamospora sp.（芦木孢（未定种））,Punctatisporites glaber（光滑圆形光面孢）,Cyclogranisporites staplinii（史蒂普林圆形粒面孢）,Limatulasporites fossulatus（掘起背光孢）,Endoculeospoa sp.（内腔孢（未定种））,Florinites luberae（柳别尔弗氏粉）,Klausipollenites dissitus（远离克氏粉）,Klausipollenites tetragonius（方区克氏粉）,Klausipollenites sp.（克氏粉（未定种））,Falcisporites sp.（镰褶粉（未定种））,Piceaepollenites sp.（拟云杉粉（未定种））,Abiespollenites sp.（拟冷杉粉（未定种））,Alisporites auritus（耳囊阿里粉）,Alisporites communis（常见阿里粉）,Alisporites stenoholcus（窄沟阿里粉）,Alisporites sp.（阿里粉（未定种））,Chordasporites cf.rhombiformis（菱形单脊粉）,Chordasporites sp.（单脊粉（未定种））,Protohaploxypinus dvinensis（德维单束多肋粉）,Striatopodocarpites sp.（罗汉松型多肋粉（未定种））,Hamiapollenites exolescus（成熟哈姆粉）,Vittatina subsaccata（亚囊叉肋粉）。2、研究发现新疆天山乡吐哈盆地中二叠世早期—晚二叠世早期具有丰富的孢粉化石。自下而上,划分了4个孢粉带:Cyclogranisporites staplinii（史蒂普林圆形粒面孢）-Sulcatisporites ovatus（卵圆具沟双囊粉）（SO）,Raistrickia obtusaetosa（钝刺叉瘤孢远离亚种）-Protohypaloxypinus jimusarensis（吉木萨尔单束多肋粉）（OJ）,Leotriletes subintortus（亚盘绕光面三缝孢）-Noeggerathiopsidozonotriletes multirugulatus（多皱匙叶粉）（SM）,Limatulatisporites fossulatus（掘起背光孢）-Alisporites stenoholcus（窄沟阿里粉）（FS）。通过与国内外孢粉组合的对比,芦草沟组上段孢粉带（SO）所属时代为Roadian（罗德期）,红雁池组孢粉带（OJ）所属时代为Wordian（沃德期）,泉子街组下段孢粉带（SM）所属时代为Capitanian（卡匹敦期）,泉子街组上段孢粉带（FS）为Wuchiapingian（吴家坪期）。3、本研究区植物群面貌为以具肋纹双气囊花粉为主的安加拉植物群,结合植物大化石和木化石,推测吐哈盆地在中二叠世—晚二叠世早期为温暖湿润的气候环境,中二叠世气候季节分明,晚二叠世气候季节不明显。
贺少伟[9]（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[10]（2021）在《Research achievements of the Qinghai-Tibet Plateau based on 60 years of aeromagnetic surveys》文中进行了进一步梳理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.
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（1）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 |
（2）中国地下金属矿山微震监测技术应用进展及展望（英文）（论文提纲范文）
| 1 Introduction |
| 2 Principle of microseismic monitoring technology |
| 2.1 Monitoring principle |
| 2.2 Sensor layout |
| 2.3 Microseismic parameters |
| 3 Safety monitoring for mining process in underground metal mines |
| 3.1 Microseismic activities induced by mining disturbance |
| 3.2 Risk assessment and warning of rock mass hazards |
| 3.3 Mining parameters optimization |
| 3.4 Seismic source mechanism |
| 4 Application of microseismic monitoring for other typical hazards |
| 4.1 Microseismic monitoring for goaf stability and rock strata movement |
| 4.2 Microseismic activities induced by fault slip |
| 4.3 Monitoring for hazards induced by groundwater |
| 4.4 Personnel location and rescue |
| 4.5 Monitoring for illegal mining |
| 5 Prospect of microseismic technology in underground metal mines in China |
| 5.1 Intelligent analysis of microseismic data |
| 5.2 Research and development of microseismic equipment |
| 5.3 Integrated monitoring and analysis for multi-source information during rock massfracturing |
| 5.4 Intelligent risk assessment and warning for ground pressure hazards |
| 6 Conclusions |
| Contributors |
| Conflict of interest |
（3）华南地区加里东期花岗岩：成岩和成矿作用的地质与地球化学特征（论文提纲范文）
| 0 引 言 |
| 1 华南地区加里东期花岗岩的发现史 |
| 1.1 地质观测 |
| 1.2 实验测定 |
| 1.3 框架构建 |
| 2 花岗岩总体特征 |
| 3 花岗岩形成年龄的规律性 |
| 4 成矿和不成矿花岗岩特征对比 |
| 5 变质和未变质花岗岩特征对比 |
| 6 不同阶段花岗岩地球化学特征对比 |
| 7 结 语 |
（4）中亚造山带天河石花岗岩及相关铷矿床的主要特征与研究进展（论文提纲范文）
| 1 花岗(伟晶)岩型铷矿床的主要研究进展 |
| 1.1 花岗(伟晶)岩中Rb的赋存状态 |
| 1.2 花岗岩型铷矿床的岩相分带与元素分异机制 |
| 1.3 富铷花岗伟晶岩的成因类型 |
| 2 中亚造山带天河石花岗岩与相关稀有金属矿床 |
| 2.1 中亚造山带西段典型天河石花岗(伟晶)岩及相关稀有金属矿床 |
| 2.1.1 南乌拉尔Il'menskie天河石伟晶岩型铷矿 |
| 2.1.2 中天山东段国宝山天河石花岗岩型铷矿床 |
| 2.1.3 中天山东段白石头泉天河石花岗岩型铷矿床 |
| 2.2 中亚造山带东段典型天河石花岗岩及相关稀有金属矿床 |
| 2.2.1 外贝加尔Orlovka天河石花岗岩型Ta-Li-Rb矿床 |
| 2.2.2 大兴安岭南段石灰窑天河石花岗岩型Rb-Nb-Ta矿床 |
| 2.2.3 大兴安岭南段维拉斯托Sn-Li-Rb多金属矿床 |
| 3 中亚造山带天河石花岗岩时空分布与构造背景 |
| 3.1 中亚造山带构造格架和演化 |
| 3.2 中亚造山带西段天河石花岗岩的构造背景 |
| 3.3 中亚造山带东段天河石花岗岩的构造背景 |
| 4 天河石花岗岩型铷矿的研究展望 |
| 4.1 成岩成矿时代的精确限定 |
| 4.2 岩浆演化与流体分异过程 |
| 4.3 富矿体的形成过程与找矿方向 |
| 5 结语 |
（5）矿产资源研究所“三稀”矿产研究与找矿实践70年历程——回顾与启示（论文提纲范文）
| 1“三稀”研究起步阶段 |
| 1.1 典型矿床 |
| (1）新疆可可托海稀有金属矿床 |
| (2）内蒙古白云鄂博铌-铁-稀土矿床 |
| 1.2 香花石和含铍条纹岩的发现 |
| 1.3 其他地区的稀有、稀土和稀散元素工作 |
| (1）广东首次发现花岗岩型稀有元素矿床 |
| (2）江西发现多种稀有金属矿化花岗岩 |
| 2“三稀”研究全面发展阶段 |
| 2.1 稀有金属矿产领域的重大进展 |
| 2.1.1 对新疆3号脉及阿勒泰稀有金属成矿带有了全新的认识 |
| 2.1.2 对福建南平富钽矿床的深入研究，显着提升了花岗伟晶岩型稀有金属成矿理论水平 |
| 2.1.3 对香花岭含铍条纹岩的成岩成矿机制有了更清晰的认识，发现了特殊的431脉 |
| 2.1.4 青藏高原盐湖中锂，铯等稀有金属的探寻获得重大进展 |
| 2.2 稀土矿产领域的突破性进展 |
| 2.2.1 对白云鄂博矿床的成因，首次提出与碳酸岩有成因联系的观点 |
| 2.2.2 对内蒙古巴尔哲碱性花岗岩型Y-Be-Nb-Zr矿 |
| 2.2.3 确定了川西牦牛坪等稀土矿床和在成因上有联系的碱性岩-碳酸岩是喜马拉雅期产物 |
| 2.2.4 江西足洞离子吸附型稀土矿床的发现及其成矿机理的揭示，使稀土资源得到广泛应用，极大的提高了中国在国际市场上的地位 |
| 2.3 首次发现具工业意义的独立稀散元素矿床 |
| 2.4 从矿床成矿系列角度深化“三稀”成矿规律认识 |
| 3 21世纪新阶段 |
| 3.1 地质找矿成果显着 |
| 3.2 重点矿床的研究水平又上新台阶 |
| 3.2.1 对川西甲基卡、可尔因伟晶岩矿田成矿作用有新认识 |
| 3.2.2 在幕阜山伟晶岩矿田，稀有金属找矿取得重大突破，成矿作用认识也上一新台阶 |
| 3.2.3 风化壳离子吸附型稀土矿床成矿理论研究更上一层楼 |
| 3.3 发现了新类型矿床 |
| 3.4 深化总结了中国稀有、稀土矿床的成矿特征和成矿规律 |
| 3.4.1 稀有金属矿床 |
| (1）锂矿 |
| (2）铍矿 |
| (3）铷铯资源 |
| (4）铌钽矿 |
| (5）锆（铪）矿 |
| 3.4.2 稀土金属矿床 |
| 3.4.3 稀散金属矿床 |
| 4结语 |
| (1）稀土矿产 |
| (2）稀有矿产 |
| (3）稀散矿产 |
（8）新疆哈密天山乡中—晚二叠世地层及孢粉植物群（论文提纲范文）
| 中文摘要 |
| abstract |
| CHAPTER 1 INTRODUCTION |
| 1.1 Overview of the study area |
| 1.2 History and Achievements |
| 1.3 Phytogeographic Province |
| 1.4 Research status and existing problems |
| 1.4.1 Paleobotany research |
| 1.4.2 Stratigraphic Research |
| 1.4.3 Isotopic dating of the strata |
| 1.4.4 Tianshan-Hingan Seaway |
| 1.5 Research content |
| 1.6 Research significance |
| 1.6.1 Paleophytogeography |
| 1.6.2 Stratigraphy |
| 1.6.3 Vegetational changes during Guadalupian-Lopingian transition and climate changes |
| CHAPTER 2 GEOLOGICAL SETTINGS |
| 2.1 Introduction |
| 2.2 Permian Stratigraphy |
| 2.3 Permian Sequences |
| 2.3.1 Lucaogou Formation |
| 2.3.2 Hongyanchi Formation |
| 2.3.3 Quanzijie Formation |
| 2.4 Materials |
| 2.5 Methods |
| 2.6 Sample Data |
| CHAPTER 3 COMPOSITION AND NATURE OF TURPAN-HAMI PALYNOMORPHS |
| 3.1 Composition of Turpan-Hami Palynomorphs |
| 3.2 The Nature of the Turpan-Hami Palynoflora |
| CHAPTER 4 CHARACTERISTICS OF SPORO-POLLEN ASSEMBLAGES |
| 4.1 Palynological results |
| CHAPTER 5 GEOLOGICAL AGE OF PALYNOFLORA |
| 5.1 Permian flora |
| 5.2 Age of the Strata |
| 5.3 The geological age of sporo-pollen assemblages |
| 5.4 Guadalupian-Lopingian Boundary |
| CHAPTER 6 SYSTEMATIC PALYNOLOGY |
| 6.1 Introduction |
| 6.2 Discovered Palynomorph Species |
| CHAPTER 7 CONCLUSIONS |
| REFERENCES |
| AUTHOR'S BRIEF INTRODUCTION,AND THE SCIENTIFIC RESEARCH ACHIEVEMENTS OBTAINED DURING LEARNING |
| ACKNOWLEDGEMENTS |
（9）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 |
四、SHENYANG INSTITUTE OF GEOLOGY AND MINERAL RESOURCES——ACHIEVEMENTS OF RESEARCH（论文参考文献）
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