温度循环下压实粗粒盐渍土水盐迁移与变形响应     

陈伟志  张莎莎  李安洪 《岩土力学》2022,43(Z2):74-84

“一带一路”规划的高速铁路频繁穿梭于盐质荒漠区,沿线优质不含盐路基填料极其匮乏。为解决粗粒盐渍土填筑高速铁路路基面临的技术难题,结合伊朗德伊高铁建设,以现场粗粒盐渍土路基填料为对象,开展了温度循环下压实粗粒盐渍土水盐迁移与变形响应试验研究。结果表明,每次温度循环后温度波幅值由土层浅表向深层土体衰减传递,土体埋深越浅、恒温时间越长,温度波幅值越大;水盐均匀分布的压实粗粒盐渍土经历多次温度循环后逐渐演化成非均匀分布,水盐向土体表面迁移聚集,越靠近土体表面水盐增量越大;前5次温度循环中压实粗粒盐渍土产生了塑性盐胀或塑性融沉,随着温度循环次数增加,盐渍土塑性盐胀或塑性融沉显著减小甚至消失;盐渍土层上设置非盐渍土层具有迟滞盐分向上迁移和消能减胀作用,粗粒盐渍土构筑高速铁路路基宜采用结构分层技术,非盐渍土层设置厚度一般不宜小于当地温度辐射影响显著深度;粗粒盐渍土路基设计宜考虑多次温度循环后形成的水盐非均质分布及其可能诱发的盐胀与融沉增大效应,路基压实度不宜过高。研究成果将为盐渍土地区高速铁路路基工程建造起到示范参考作用。  相似文献   

地质工程专业普通地质认识实习教学的思考     

许宝田  张勇  王博  杨爱华  解国爱 《高校地质学报》2022,28(3):382-386

文章针对地质工程专业中基础地质学的重要性和普地实习野外教学实际,提出在普地实习中融入地质工程专业知识教学内容。从岩石基本地质特征、力学问题和具体工程地质问题3个方面将基础地质学与地质工程专业知识进行融合、交叉。从而拓展学生视野,实现实习模式创新、内容改革,促进学生学习意识和自主学习的发展,提升专业思维。岩石成分与岩石力学性质、风化特征和水软化性关系密切,节理面的粗糙、起伏和充填物成分影响节理面抗剪、透水等特性,具体工程中的“滑坡”问题是典型的岩体剪切破坏问题,其形成的力学机制与剪节理相同。将上述问题两者联系起来的讲解丰富了普地实习的内容。文章认为普地实习中观察到的现象与地质工程专业课程中很多知识点紧密联系,在基础地质实习教学中融入上述地质工程的专业知识是完全可行性的,采取增加与地质工程专业结合的实践教学环节的办法,既扩大了学生知识面,初步提高学生专业素养,也为实现毕业后成为专业领域合格工程师和科研人员的培养目标迈出重要的第一步。  相似文献   

Experimental investigation of hydrate formation in water-dominated pipeline and its influential factors     

Li Huang  Jia-le Kang  Xiao-dong Shen  Jian-ye Sun  Qing-guo Meng  Qiang Chen  Gao-wei Hu  Chang-ling Liu  Neng-you Wu 《China Geology》2022,5(2):310-321

Blockage in water-dominated flow pipelines due to hydrate reformation has been suggested as a potential safety issue during the hydrate production. In this work, flow velocity-dependent hydrate formation features are investigated in a fluid circulation system with a total length of 39 m. A 9-m section pipe is transparent consisted of two complete rectangular loops. By means of pressurization with gas-saturated water, the system can gradually reach the equilibrium conditions. The result shows that the hydrates are delayed to appear as floccules or thin films covering the methane bubbles. When the circulation velocity is below 750 rpm, hydrate is finally deposited as a “hydrate bed” at upmost of inner wall, narrowing the flow channel of the pipeline. Nevertheless, no plugging is observed during all the experimental runs. The five stages of hydrate deposition are proposed based on the experimental results. It is also revealed that a higher driving pressure is needed at a lower flow rate. The driving force of hydrate formation from gas and water obtained by melting hydrate is higher than that from fresh water with no previous hydrate history. The authors hope that this work will be beneficial for the flow assurance of the following oceanic field hydrate recovery trials.©2022 China Geology Editorial Office.  相似文献   

Stability analysis of seabed strata and casing structure during the natural gas hydrates exploitation by depressurization in horizontal wells in South China Sea     

Peng-fei Xie  Lin Yang  Qian-yong Liang  Xu-hui Zhang  Liang-hua Zhang  Bin Zhang  Xiao-bing Lu  Hui-ce He  Xue-min Wu  Yi-fei Dong 《China Geology》2022,5(2):300-309

Natural gas hydrates (NGHs) are a new type of clean energy with great development potential. However, it is urgent to achieve safe and economical NGHs development and utilization. This study established a physical model of the study area using the FLAC^3D software based on the key parameters of the NGHs production test area in the South China Sea, including the depressurization method, and mechanical parameters of strata, NGHs occurrence characteristics, and the technological characteristics of horizontal wells. Moreover, this study explored the law of influences of the NGHs dissociation range on the stability of the overburden strata and the casing structure of a horizontal well. The results are as follows. With the dissociation of NGHs, the overburden strata of the NGHs dissociation zone subsided and formed funnel-shaped zones and then gradually stabilized. However, the upper interface of the NGHs dissociation zone showed significant redistribution and discontinuity of stress. Specifically, distinct stress concentration and corresponding large deformation occurred in the build-up section of the horizontal well, which was thus prone to suffering shear failure. Moreover, apparent end effects occurred at the end of the horizontal well section and might cause the deformation and failure of the casing structure. Therefore, it is necessary to take measures in the build-up section and at the end of the horizontal section of the horizontal well to prevent damage and ensure the wellbore safety in the long-term NGHs exploitation.©2022 China Geology Editorial Office.  相似文献   

Identification of functionally active aerobic methanotrophs and their methane oxidation potential in sediments from the Shenhu Area,South China Sea     

Jing Li  Chang-ling Liu  Neng-you Wu  Xiao-qing Xu  Gao-wei Hu  Yan-long Li  Qing-guo Meng 《China Geology》2022,5(2):285-292

Large amounts of gas hydrate are distributed in the northern slope of the South China Sea, which is a potential threat of methane leakage. Aerobic methane oxidation by methanotrophs, significant methane biotransformation that occurs in sediment surface and water column, can effectively reduce atmospheric emission of hydrate-decomposed methane. To identify active aerobic methanotrophs and their methane oxidation potential in sediments from the Shenhu Area in the South China Sea, multi-day enrichment incubations were conducted in this study. The results show that the methane oxidation rates in the studied sediments were 2.03–2.36 μmol/gdw/d, which were higher than those obtained by sediment incubations from other areas in marine ecosystems. Thus the authors suspect that the methane oxidation potential of methanotrophs was relatively higher in sediments from the Shenhu Area. After the incubations family Methylococcaea (type I methanotrophs) mainly consisted of genus Methylobacter and Methylococcaea_Other were predominant with an increased proportion of 70.3%, whereas Methylocaldum decreased simultaneously in the incubated sediments. Collectively, this study may help to gain a better understanding of the methane biotransformation in the Shenhu Area.©2022 China Geology Editorial Office.  相似文献   

Formation mechanism,experimental method,and property characterization of grain-displacing methane hydrates in marine sediment: A review     

Yong-chao Zhang  Le-le Liu  Gao-wei Hu  Qing-tao Bu  Cheng-feng Li  Zheng-cai Zhang  Jian-ye Sun  Chang-ling Liu 《China Geology》2022,5(2):345-354

Grain-displacing hydrate deposits exist at many marine sites, which constitute an important part of methane hydrate resources worldwide. Attributed to the difficulties in acquiring field data and synthesizing experimental samples, the formation and property characterization of grain-displacing hydrate remains less understood and characterized than the pore-filling hydrate in current literature. This study reviews the formation mechanisms of grain-displacing hydrate from the perspective of geological accumulation and microscale sedimentary property. The experimental methods of synthesizing grain-displacing hydrate in the laboratory and the current knowledge on the property of grain-displacing hydrate sediment are also introduced. Shortcomings in current theories and suggestions for future study are proposed. The work is hoped to provide valuable insights for the research into the hydrate accumulation, geophysics, and hydrate exploitation targeted at the grain-displacing hydrate in the marine sediments.©2022 China Geology Editorial Office.  相似文献   

Geology and mineralization of the supergiant Shimensi granitic-type W-Cu-Mo deposit (1.168 Mt) in northern Jiangxi,South China: A Review     

《China Geology》2022,5(3):510-527

The Shimensi deposit is a recently discovered W-Cu-Mo polymetallic deposit located in the Jiangnan porphyry-skarn W belt in South China. The deposit has a resource of 0.74×10⁶ t of WO₃ accompanied by 0.4×10⁶ t Cu and 28000 t Mo and other useful components like Ga, making it one of the largest W deposits in the world. This paper is aimed to reveal the ore-controlling mechanisms of the Shimensi deposit, involving the role of the ore-related granites, the tectonic background for its formation, and the metallogenesis model. The systematic geological survey suggests multi-types of alteration are developed in the deposit, mainly including greisenization, potassic-alteration, sericitization, chloritization, and silicification. Drilling engineering data and mining works indicate that the Shimensi deposit consists of two main orebodies of I and II. Therein, the W resource has reached a supergiant scale, and the accompanied Cu, Mo, Au, Bi, Ga, and some other useful components are also of economic significance. The main ore-minerals consist of scheelite, wolframite and chalcopyrite. Disseminated mineralization is the dominant type of the W-Cu-Mo polymetallic orebodies, and mainly distributes in the inner and external contact zone that between the Neoproterozoic biotite granodiorite and the Yanshanian granites. The main orebody occurs at the external contact zone, and the pegmatoid crust near the inner contact zone is an important prospecting marker of the W mineralization. Of them, the disseminated W ores within the wall rock of the Neoproterozoic biotite granodiorite is a new mineralization type identified in this paper. Combining previous geochronological and isotopic data, we propose that the mineralization of the Shimensi deposit is closely related to the intruding of the Yanshanian porphyritic biotite granite and granite porphyry. Geochemical data suggest that the biotite granodiorite is rich in Ca and had provided a large amount of Ca for the precipitation of scheelite in this area. Thus, it is a favorable wall rock type for W mineralization. The Shimensi deposit belongs to granitic-type W polymetallic deposit related to post-magmatic hydrothermal, and the ore-forming fluid was initially derived from the Yanshanian magmas.©2022 China Geology Editorial Office.  相似文献   

Surface Geophysical Methods used to Verify the Karst Geological Structure in the Built-up Area: A Case Study of Specific Engineering-Geological Conditions     

Rene PUTISKA  Marian MARSCHALKO  Isik YILMAZ  Dominik NIEMIEC  CHENG Xianfeng  Ivan DOSTAL  Jan KUBAC 《《地质学报》英文版》2021,95(5):1763-1770

This article presents a research study of complex limestone karst engineering-geological conditions in the municipality Valaská near Banská Bystrica in Slovakia. The aim of the study is to demonstrate the impossibility of spatial identification of cave spaces using surface geophysical methods due to the specific engineering-geological conditions of a thick surface layer of anthropogenic fill containing highly heterogeneous anthropogenic material. Its maximum thickness is 3 m. Another specificific condition of the study area is its location in the built-up area, due to which the applicability of geophysical methods was limited. The article contains methodological recommendations to be used in analogous geological conditions with karst structures topped with anthropogenic fill, which complicates the identification of cave spaces. The recommended solution herein is the identification of the cave system using underground mapping of the karst and its projection onto the surface for which surface geophysical methods have been combined.  相似文献   

基于地学规律的科尔沁沙地土地整治与生态修复规划方法     

张凤荣  周建  徐艳  陈竞元 《地学前缘》2021,28(4):35-41

内蒙古科尔沁沙地历史上曾是科尔沁大草原,现在是农牧交错区,该区的土地利用关系到生态安全、国家粮食安全和农民生计。该区域“坨甸相间”地貌特点造成不同地形部位土壤含水量存在差异,降水量年际变化大。通过卫星影像数据解译出土地利用/覆被类型图与土壤图进行叠加,获得了显性沙地和隐性沙地数量与分布信息。首先保留耕地以外的其他地类,再利用卫星影像数据反映不同降水年型耕地的归一化植被指数(NDVI),将偏欠水年NDVI低于平均值的耕地退耕还草,消除这些耕地的冬春沙化风险,以进行土地利用布局调整。这种直接利用遥感数据获取土地利用/覆被类型和耕地的NDVI进行土地利用空间布局调整的方法,十分简单实用。本文还根据地貌和沙地降水入渗快的特点,提出了与高标准农田建设模式不同但与区域地理环境相吻合的农田整治模式,即利用自然沙丘作为区域风沙防护工程,土地开发不做大平整,不修建灌溉系统,发展雨养农业。以上根据区域地理环境条件进行土地利用布局和确定农田开发建设模式,可将农业生产与荒漠化防治和谐结合在一起,实现土地可持续利用。  相似文献   

辽宁省沈抚新区区域地壳稳定性评价     

张春山  张树轩  杨为民  孟华君  吕佳进  张田田  吴季寰  郭涵 《地质力学学报》2021,27(3):453-462

在广泛收集资料和野外调查工作的基础上,经综合分析控制和影响区域地壳稳定性的主要因素和内外动力地质的耦合作用,基于ArcGIS平台采用多因素加权叠加分析方法开展了沈抚新区区域地壳稳定性评价研究。评价因素主要选取活动断裂、地震活动性和深部地球物理以及工程岩组、地形地貌与地表地质灾害等共12个影响因子,并依据评价因素的关联性和重要性进行分类赋值,进而建立了区域地壳稳定性评价模型。对沈抚新区的区域地壳稳定性进行了定量化评价。结果表明,沈抚新区以稳定区和次稳定区为主,面积为728.9 km2,占总面积的81.07%,有利于规划和建设。建议在地下工程穿越不稳定区和次不稳定区时,要采取必要的工程措施,确保基础和边坡的稳定性。规划的地铁9号线主要穿越次不稳定区和次稳定区。施工带在埋深15~25 m之间,该段地层主要为卵砾石堆积层、泥包砾堆积层与变质片麻岩强风化带及其交接部位,施工带处于地下水浸没带或变动带,其支护比较困难,建议尽早确定合理的施工方案,保障施工顺利和安全,此外还需要采取一定降水防腐措施。   相似文献