Deformation Movement of Hugely-Thick Conglomerate Stratum in Longwall Top Coal Caving     

Zhai  Xinxian  Zhao  Xiaofan  Zhai  Yanwei  Liu  Qinyu  Sun  Leqian 《Geotechnical and Geological Engineering》2022,40(3):1551-1564

Geotechnical and Geological Engineering - In the process of longwall top coal caving, the deformation and movement of the overlying hugely-thick conglomerate stratum (HTCS) directly affects the...  相似文献   

Analysis and Research on Blasting Network Delay of Deep-Buried Diversion Tunnel Crossing Fault Zone Based on EP-CEEMDAN-INHT     

Wu  Jing  Wu  Li  Sun  Miao  Lu  Ya-ni  Han  Yan-hua 《Geotechnical and Geological Engineering》2022,40(3):1363-1372

Geotechnical and Geological Engineering - The Empirical Mode Decomposition (EMD) of blasting seismic wave monitoring signal with noise can get IMFs with serious modal confusion and endpoint...  相似文献   

Damage Constitutive and Failure Prediction of Artificial Single-Joint Sandstone Based on Acoustic Emission     

Sun  Bing  Yang  Haowei  Zeng  Sheng  Luo  Yu 《Geotechnical and Geological Engineering》2022,40(11):5577-5591

The effect law of deformation and failure of a jointed rock mass is essential for underground engineering safety and stability evaluation. In order to study the evolution mechanism and precursory characteristics of instability and failure of jointed rock masses, uniaxial compression and acoustic emission (AE) tests are conducted on sandstones with different joint dip angles. To simulate the mechanical behavior of the rock, a jointed rock mass damage constitutive model with AE characteristic parameters is created based on damage mechanics theory and taking into account the effect of rock mass structure and load coupling. To quantify the mechanism of rock instability, a cusp catastrophe model with AE characteristic parameters is created based on catastrophe theory. The results indicate that when the joint dip angle increases from 0° to 90°, the failure mechanism of sandstone shifts from tensile to shear, with 45° being the critical failure mode. Sandstone's compressive strength reduces initially and subsequently increases, resulting in a U-shaped distribution. The developed damage constitutive model's theoretical curve closely matches the test curve, indicating that the model can reasonably describe the damage evolution of sandstone. The cusp catastrophe model has a high forecast accuracy, and when combined with the damage constitutive model, the prediction accuracy can be increased further. The research results can provide theoretical guidance for the safety and stability evaluation of underground engineering.

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Directional Support Method for Tunnel Jointed Rock Mass     

Wu  Xu  Xu  Jinliang  Zhang  Liyuan  Sun  Jinglai  He  Zhengyu  Gao  Jun 《Geotechnical and Geological Engineering》2022,40(8):4171-4182

Geotechnical and Geological Engineering - In order to explore the directional support method of jointed rock mass and ensure the stable operation of roadway, the support effect of jointed rock mass...  相似文献   

Study on Rationality of Large Diameter Pressure Relief Drilling Parameters Under Different Coal Seam Conditions     

Liu  Zhigang  Wang  Zhikang  Zhang  Ruoxiang  Sun  Xikui  Wenzheng  Shang 《Geotechnical and Geological Engineering》2022,40(11):5425-5436

Geotechnical and Geological Engineering - To study the influence of changes in the coal seam mechanical characteristics at depth on the stress relief effect of a borehole, this paper established...  相似文献   

冻融循环作用下含水率对粗颗粒填料水分迁移影响的宏细观试验研究北大核心CSCD     

张玉芝  刘文龙  王海永  张莲海  陈世杰  朱晓东 《冰川冻土》2022,44(2):591-601

冻融循环作用和初始含水率是影响粗颗粒填料水分迁移特征和冻胀融沉变形的两个主要因素。为明确冻融循环作用下,不同初始含水率粗颗粒填料的水分迁移特征及细观机制,采用荧光素为追踪剂,以CT细观机理观测为研究手段,开展了不同初始含水率条件下粗颗粒填料的一系列冻融循环试验,探究了温度场和冻深变化、水分迁移图像、补水量变化、最终含水率分布及CT值变化规律等。试验结果表明,冻深基本随冻融循环的次数增加不断加深,初始含水率越大,不同冻融循环作用下冻深的变化越稳定。外界补水量和液态水迁移高度与初始含水率呈负相关。CT扫描结果分析表明,经历多次冻融循环后,试样中的水分迁移导致土体孔隙结构及颗粒构造发生变化,试样的密度普遍增加,孔隙率以减小为主,进而导致土体发生相应变形。  相似文献   

The rapidly shrinking cryopshere in the past decade：an interpretation of cryospheric changes from IPCC WGI Sixth Assessment Report北大核心CSCD     

钟歆玥  康世昌  郭万钦  吴晓东  陈金雷 《冰川冻土》2022,44(3):946-953

The Working Group I report of the Sixth Assessment Report（AR6）of the Intergovernmental Panel on Climate Change（IPCC）was released in August 2021. Base on updated and expanding data, AR6 presented the improved assessment of past changes and processes of cryosphere. AR6 also predicted the future changes us⁃ ing the models in CMIP6. The components of cryosphere were rapid shrinking under climate warming in the last decade. There were decreasing trends in Arctic sea-ice area and thickness. Sea-ice loss was significant. The Greenland Ice Sheet, the Antarctic Ice Sheet and all glaciers lost more mass than in any other decade. Global warming over the last decades had led to widespread permafrost warming, active layer thickness increasing and subsea permafrost extent reducing. Snow cover extent in the Northern Hemisphere also decreased significantly. However, the variations of snow depth and snow water equivalent showed great spatial heterogeneity. The rapid shrinking of the cryosphere accelerated the global mean sea level rise. The impact of human activities on cryo⁃ sphere will become more significant in the future. The Arctic sea-ice area will decrease, and the Arctic Ocean will likely become practically sea ice-free. The Greenland Ice Sheet, the Antarctic Ice Sheet and glaciers will continue to lose mass throughout this century. Permafrost and Northern Hemisphere snow cover extent will con⁃ tinue to decrease as global climate continues to warm. In addition, there are still uncertainties in the prediction of cryosphere due to the absence of observations, the poor sensitivity of models to the components and processes of cryosphere, and the inexplicit represent of the mechanism of light-absorbing impurities. More attentions should be paid on these issues in the future. © 2022 Science Press (China). All rights reserved.  相似文献   

基于星载激光雷达ICESat-2的雪深监测方法研究     

李旭冰  黄晓东  刘爱利 《冰川冻土》2022,44(3):1091-1099

目前,被动微波数据是积雪深度反演的主要数据源,受其较粗空间分辨率的影响,反演雪深存在较大的不确定性。激光雷达由于其较高的测高精度,在雪深监测方面具有一定的潜力,基于星载激光雷达ICESat-2数据对北疆地区2018年10月至2019年9月积雪季的雪深进行了提取。由于很难获取ICESat-2轨迹点的雪深观测资料,因此首先利用地面雪深观测数据对目前流行的被动微波雪深反演产品进行验证,获取精度可靠的雪深产品并与发展的ICESat-2监测雪深数据产品进行对比。结果表明：AMSR2雪深产品在北疆地区误差较大,整体存在高估现象,中国雪深长时间序列雪深产品精度相对可靠,以作为对比ICESat-2模拟雪深的参考数据;ICESat-2雪深与中国雪深长时间序列雪深产品在空间上以及变化趋势方面吻合度较高,但ICESat-2雪深变化更加连续,说明ICESat-2激光雷达数据不但可以提取区域积雪的深度,对积雪深度的空间变化也比被动微波数据更加敏感,可以获取更加详细的积雪深度空间变化细节,为精细化的积雪深度空间分布提供数据支撑。  相似文献   

流体包裹体研究进展及其在矿床学中的应用     

李晓东  张艳  韩润生  王磊  吴建标  成功 《地质论评》2022,68(4):2022072003-2022072003

流体包裹体是近年来研究地质流体,尤其是成矿流体的关键途径,各种与之相关的测试技术与方法及理论成果日新月异。流体包裹体研究不仅可以获得成矿流体的物理化学条件,还可以示踪成矿物质来源与组成,为识别矿床类型、构建成矿模式提供直接证据。本文从流体包裹体岩相学、均一温度与盐度、成分分析、pH测试与计算、P—V—T—x状态方程、热液金刚石压腔及其在矿床学上的应用等7个方面对流体包裹体的研究与发展进行全面的梳理。首先,系统总结了近年来流体包裹体各方面的最新研究进展和发展趋势,分析了流体包裹体成分测试中存在的主要问题,为其发展提供了一定的方向性;其次对各类矿床的成矿流体和流体包裹体特征进行了归纳整理,对分析矿床的成因类型具有重要意义;最后,提出了流体包裹体在矿床学研究中的发展方向。  相似文献   

环境同位素在北京平谷盆地山前侧向补给研究中的应用     

王新娟  韩旭  许苗娟  孙颖  刘久荣 《地质论评》2022,68(3):2022062038-2022062038

利用地下水水化学和同位素测试分析成果,结合区域地质、水文地质条件研究了平谷北山山区侧向补给情况和中桥水源地地区第四系松散孔隙水和下伏岩溶水关系。结果表明：研究区第四系松散孔隙水和基岩岩溶地下水均来源于大气降水,地下水化学类型均为HCO-3-Ca2+?Mg2+ 型;平谷北山山前基岩岩溶水侧向补给平原区第四系松散孔隙水和下伏岩溶地下水;通过D值估算得到中桥水源地第四系浅层地下水的山区岩溶水侧向补给和垂向降水入渗补给比例为57：43;中桥水源地基岩岩溶水接受山区岩溶水侧向补给和第四系孔隙水垂向越流补给比例为87：13。研究成果为平谷地区地下水资源量评价和地下水动力场数值模型的建设提供了关键参数,为区域地下水的合理开采和有序回补涵养提供了科学依据。  相似文献