Results 1 to 10 of about 310 (144)
Integrated assessment of soil cutting slope stability using fuzzy mathematics and numerical simulation [PDF]
, 2023 The complexity and uncertainty of the factors affecting the stability of artificial slope in loess regions pose challenges for achieving objective and accurate assessments through a single method. To investigate the stability of the artificial soil slope
Chongjing WANG, Guowei LIU, Long ZHANG
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Slope safety, stability evaluation, and protective measures based on machine learning [PDF]
, 2022 In recent years, the slope instability has brought immeasurable costs to production and life of human. As a result, it is essential to correctly understand, analyze, and design the slope reasonably, and implement appropriate protective measures to ...
Chong-chong QI +2 more
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Research on mining plan of non-working high-level coal seam in open-pit mine with near-horizontal composite coal seam [PDF]
, 2023 In the extraction of subhorizontal multiple coal seams using open-pit mining in China, the problem of coal seam in the high wall is commonly existed, but studies usually focus on the lower coal seam mining problem only.
Bo CAO +5 more
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Analysis of failure mode and deformation evolution characteristics of slopes under the influence of highwall mining [PDF]
, 2023 The slope has the typical deformation failure and instability characteristics under the interaction of natural and human factors which has been given a lot of attention in geotechnical and mining engineering.
Chuangye WANG +4 more
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Dizhen xuebao, 2022 基于颗粒流理论研究土质边坡动力稳定性及其滑动过程是近年来滑坡研究的一个新热点。在野外调查和室内试验的基础上，通过标定土体细观参数、模型建立、动力输入、动态监测等过程，利用PFC2D程序模拟了西吉县兴平乡堡湾村下马达子滑坡的失稳破坏运动过程，得到了该滑坡的破坏运动机理。得到如下结论：① 下马达子滑坡的失稳机制是在地震作用下斜坡前缘牵引、后缘推挤，使得坡肩受拉发生破坏，失稳后坡肩位置较大的速度和位移是地震滑坡破坏力强、致灾范围大的主要原因；② 黄土地震滑坡的滑坡后壁相对平缓，这是区别于重力滑坡的重要特征之一；
Weilong Jia +5 more
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Effects of Different Plant Spacings on Preferential Flow Development Characteristics of Vetiver Plant Slopes [PDF]
, 2022 [Objective] The development characteristics of preferential flow for a vetiver slope and the relationship between vetiver roots and preferential flow were analyzed in order to provide a theoretical basis for further study on the influence of plant roots ...
Jiang Xueliang +4 more
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Remote Sensing, 2023 Landslides are one of the most hazardous(危险) secondary(二次) effects of earthquakes(地震) due(由于) to the potential(潜在) for large-scale(规模) damage(损伤) and long-term(学期) alterations to landscapes.
Luca Schilirò +4 more
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Dizhen xuebao, 2023 地震荷载作用下，断层两侧边坡稳定性一直是研究重点，本文主要探讨动态加载对不同位置坡体产生的地震动效应。首先，建立一个截面大小为500 km×100 km的有限元二维动态铲形断层模型，在地表断层两侧构建对称边坡来模拟滑坡地形。然后加载脉冲震源，通过对震源（深度为14 km）处节点指定加速度的方法，模拟计算地震发生后100 s内地震波传播对距断层分别为1 km，30 km及100 km的不同边坡震动产生的影响。结果显示：边坡震动强度随着震源距的增加而快速衰减，下盘的衰减比上盘更为强烈；距断层相同位置处 ...
Hongjun Hui +3 more
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Shuitu Baochi Xuebao, 2022 为了量化植物根系吸水对非饱和土边坡稳定性的影响及为植被护坡的植物种类选择提供参考,采用COMSOL Multiphysics建立二维边坡,模拟不同根系形态、根长及降雨条件下的根系吸水引起的非饱和土边坡孔隙水压力的分布变化,并采用极限平衡理论对边坡稳定系数进行定量计算。结果表明:指数形根系吸水产生的吸力最大,比裸坡增大4.2倍,抛物线形根系吸水产生的吸力最小,但仍比裸坡增大2.7倍;根系越长吸水影响深度越大;根系越短,产生的吸力越大,且吸力在边坡表面的变化越显著;短期降雨后,含根系边坡吸力比裸坡高12 ...
钟彩尹 +4 more
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Layered gravel soil slope stability of a waste dump considering long-term hard rain [PDF]
, 2016 In order to examine the effect of long-term hard rain on the layered gravel soil slope stability of a waste dump, the for-mula derivation relating natural water content, natural unit weight and natural volumetric water content was conducted to help to ...
LUO Cheng-yan +3 more
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