Analysis on factors controlling shallow failures of the cut slopes and its prevention by bio-engineering measures: A case study of the cut slopes along the highway from Shuangcheng to Dajiali [PDF]
Understanding the primary and secondary relations of influencing factors is crucial for predicting deformation and controlling collapse in cutting slopes. Using a cutting slope along the Shuangcheng to Dalijia expressway in Gansu Province as the research
Changgen YAN +4 more
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Jianzhu Gangjiegou Jinzhan, 2022 利用有限元软件ABAQUS模拟混合联肢部分外包组合剪力墙-钢连梁刚接节点在单调加载条件下的受力情况，并进行变参数有限元模拟。基于有限元模拟结果，研究该刚接节点的破坏模式，建立节点极限承载力的理论模型和计算公式。研究表明，混合联肢部分外包组合剪力墙-钢连梁刚接节点的极限承载力主要由以下5部分组成：节点核心区型钢腹板剪切强度、节点核心区翼缘框剪切强度、节点核心区内部混凝土斜压杆抗压强度 ...
陈锘, 石韵, 苏明周, 贺小刚
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Characteristics and causes analysis of Nandianzi landslide in Lingtai County, Gansu Province [PDF]
, 2023 On October 3, 2021, a large landslide occurred at the loess-mudstone interface in Nandianzi, Lingtai, its successful early warning measures preventing casualties.
Chaodong WAN +7 more
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First sliding area analysis of expansive soil slope based on the upper and lower bound solutions [PDF]
Expansive soil landslides are prone to frequent disasters due to the expansion, cracking, and over-consolidation characteristics of expansive soil. However, traditional analysis methods cannot adequately reflect the progressive failure characteristic of ...
Jiong LIANG +3 more
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Shuitu Baochi Xuebao, 2016 为了解坡面整地措施对坡体稳定性的影响和土壤物理性质对土壤抗剪强度的差异性，选取石匣小流域4个标准样地，通过测量多个土壤物理性质指标（土壤容重、土壤含水率、总孔隙度、毛管孔隙度、非毛管孔隙度、紧实度和液限），研究不同坡面整地措施的土壤临界剪切力随深度的变化，以及土壤抗剪切破坏能力的强弱关系和影响因素。结果表明：原状土的临界剪切力随深度的增加而增加；通过库伦公式得出的土壤抗剪强度与土壤临界剪切力的回归方程为：σ=0.0123τf+0.6308。土壤物理性质对抗剪强度的影响不同，紧实度 ...
潘, 王云琦, 高, 歌丽巴
doaj
Duncan-Chang Constitutive Model of Vetiver Root and Soil Matrix at Different Growth Stages [PDF]
[Objective] To investigate the constitutive relationship governing the entire failure process of root-soil matrixs. [Methods] By employing the Duncan-Chang model and conducting triaxial tests, a stress-strain constitutive relationship model was developed
JI Jinnan, WU Ruibin, YANG Yuzhe
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Jianzhu Gangjiegou Jinzhan, 2023 为对一种预制装配式钢-混凝土组合梁栓钉抗剪连接件的构造设计方法和施工安装误差影响进行深入研究，完成了18个预制装配式栓钉连接件和2个普通现浇栓钉连接件的静力推出试验。在优化预制孔填料强度等级的基础上，主要研究栓钉直径、孔径比（预留孔径和栓钉直径的比值）和施工安装误差对预制装配式栓钉连接件破坏形态、抗剪承载力、抗剪刚度及抗滑移性能的影响规律。试验结果表明：连接件的破坏形态为仅栓钉剪断或伴随混凝土开裂的栓钉剪断，安装误差对抗剪刚度影响较大，对抗剪承载力和极限滑移影响很小 ...
霍静思, 陈日正, 魏振, 刘汗青
doaj
Research on the influence of seepage on the mechanical behavior and slope stability of granite residual soil [PDF]
, 2017 花岗岩残积土在我国东南沿海地区广泛分布，是很多工程构筑物的组成材料、地基或地层环境介质。渗流会对土体产生力学、物理和化学方面的作用，从而导致土体力学特性变化，影响边坡稳定性。因此研究渗流对花岗岩残积土的力学特性及边坡稳定性影响具有重要的理论和现实意义。 本文在总结分析土体力学特性、渗透特性和渗流对土体力学特性及边坡稳定性影响研究发展概况的基础上，利用土工基础试验仪器和三轴渗流剪切试验仪，借助有限元分析软件，进行了以下几方面的工作： (1)测试分析了花岗岩残积土试样含水率、比重、颗粒组成 ...
李祥华
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Analysis of high-position landslide characteristics based on multi-source remote sensing data：A case study of the Yanwo Village landslide in Rongshan Town, Lizhou District, Guangyuan City [PDF]
, 2023 On October 6, 2021, a high-position landslide disaster occurred in Yanwo Village，Rongshan Town, Lizhou District, Guangyuan City,Sichuan Province, around 13: 00.
Dewei HE +3 more
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Shuitu Baochi Xuebao, 2017 为探讨草本植物根系对崩岗洪积扇土壤抗剪强度的影响，以巨菌草（Pennisetum sp.）和宽叶雀稗（Paspalum wettsteinii）为研究对象，采用WinRHIZO根系分析系统对根系特征进行定量分析，并采用原位剪切试验测定崩岗洪积扇各土层的抗剪强度。结果表明：（1）根系能够改善土壤的结构及水分状况。（2）2种草本植物根系均主要分布在0—5 cm土层，该层巨菌草根系各参数值是该草种根系均值的3.1~4.39倍，宽叶雀稗的则为2.23~2.57倍；随着土层深度的增加，巨菌草根系参数呈对数函数减小，
李 +6 more
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