会议论文详细信息
2018 International Conference on Civil, Architecture and Disaster Prevention
Analysis of the Influence of Initial Gravity Field on the Stability Analysis of Soil Slope
土木建筑工程
Yang, Ping^1
Faculty of Architectural Engineering, Kunming Metallurgy College, Kunming, Yunnan
650033, China^1
关键词: Calculation results;    Gravity field;    Shear strength reduction methods;    Slope displacements;    Slope stability analysis;    Soil bulk density;    Stability analysis;    Stability safety factor;   
Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/218/1/012026/pdf
DOI  :  10.1088/1755-1315/218/1/012026
学科分类:土木及结构工程学
来源: IOP
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【 摘 要 】
In order to study the influence of initial gravity field on slope stability analysis under the conditions of slope height, slope angle and soil bulk density, some slope examples are analyzed by combining finite element method and shear strength reduction method. The calculation results show that the initial gravity field has a great influence on the slope displacement and shear stress. But this effect has nothing to do with the slope height, slope angle or soil bulk density, but has little effect on the slope stability safety factor. The relevant results can be used by engineers and technicians for reference in slope design.
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