Strength degradation of soft interlayer under dry-wet cycles based on 3D printing technology [PDF]
Soft interlayers are critical geological formations that significantly impact the stability of slopes in water and hydropower engineering projects. This study investigated the shear mechanical characteristics and failure mechanism of the soft interlayer ...
Hao LIU, Lei LU, Wen ZHANG
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Key Technology of Construction Process Control of Guide Frame Platform Suction Bucket Foundation [PDF]
, 2023 [Introduction] The present, design and construction technology of suction bucket foundation is not mature, and there is lack of the normative guidance documents, the special research on the key technology of the construction process control of the ...
Huaquan LIU +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
doaj
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
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A Study on Characterisitics and Engineering Technical Problems of Granite Residual Soil in Xiamen Area [PDF]
, 2011 花岗岩残积土在我国南方地区分布广泛，由于其特殊的成因和性质，在花岗岩残积土施工中常常出现一些工程事故，导致经济和财产损失。本文主要针对厦门地区的花岗岩残积土进行研究，论文主要的工作和取得的成果如下： 1）总结概述了厦门地区工程地质情况，分析和评述了岩土工程地质条件对工程建设的适宜性。 2）分析了厦门地区花岗岩残积土的成因；测定花岗岩残积土试样的粒度组成、颗粒级配和物理力学性质；总结厦门地区花岗岩残积土特征，分析了物理力学性质各个指标的相关性；并根据分析结果，对厦门地区花岗岩残积土进行重新分类。 3 ...
杨丽娟
core
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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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
core
Effects of Chemical Fertilizer Reduction Combined with Straw and Organic Fertilizer Application on Soil Acidification Mitigation and Erosion Control [PDF]
[Objective] To demonstrate that appropriate application of straw and organic fertilizer can effectively improve soil quality, have a positive effect on soil acidification mitigation and erosion control.
CAO Yunfei +9 more
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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
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