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干湿循环下花岗岩残积土路堑边坡稳定性研究
引用本文:王德咏,周树津,韩雨薇,薛娈鸾,周密.干湿循环下花岗岩残积土路堑边坡稳定性研究[J].公路,2021(1):1-6.
作者姓名:王德咏  周树津  韩雨薇  薛娈鸾  周密
作者单位:中交四航工程研究院有限公司;中交交通基础工程环保与安全重点实验室;华南理工大学亚热带建筑科学国家重点实验室
基金项目:中交交通基础工程环保与安全重点实验室开放基金项目;中央高校基本科研业务费用专项基金项目,项目编号D2171820;国家自然科学基金项目,项目编号51209097。
摘    要:干湿循环对花岗岩残积土抗剪强度有明显的影响,其会影响路堑边坡的稳定性.利用前人研究成果获得花岗岩残积土在干湿循环荷载作用下的抗剪强度变化规律,并利用数值软件PLAXIS研究考虑干湿循环条件下花岗岩残积土强度变化的路堑边坡稳定性特性,评估干湿循环对花岗岩残积土路堑边坡稳定性的影响.数值模型首先与前人研究成果进行比对获得了...

关 键 词:路堑  边坡稳定  干湿循环  花岗岩残积土  土体抗剪强度

Research on the Cut Slope Stability of Granite Residual Soils under Wet and Dry Cycles
WANG De-yong,ZHOU Shu-jin,HAN Yu-wei,XUE Luan-luan,ZHOU Mi.Research on the Cut Slope Stability of Granite Residual Soils under Wet and Dry Cycles[J].Highway,2021(1):1-6.
Authors:WANG De-yong  ZHOU Shu-jin  HAN Yu-wei  XUE Luan-luan  ZHOU Mi
Institution:(CCCC Fourth Harbor Engineering Institute Co.Ltd.,Guangzhou 510230,China;Key Laboratory of Environmental Protection&Safety of Communication Foundation Engineering,CCCC,Guangzhou 510230,China;State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou 510640,China)
Abstract:It has been proven that the stability of the cut slopes of granite residual soil are significantly influenced by wet and dry cycles which can decrease the shear strength of granite residual soil dramatically.In this paper,the results of previous studies are used to obtain the shear strength variation law of granite residual soil under dry-wet cycle load,and the numerical software PLAXIS is used to study the stability characteristics of the cutting slope considering the change of granite residual soil strength under dry-wet cycle conditions,and the effect of the dry-wet cycle on the stability of the cut slope of granite residual soil is evaluated.The numerical model is first compared with previous research results and it proves a good consistency,and then the system parameters analysis of the cutting slope of the granite residual soil strength change under the dry-wet cycle condition is carried out when considering the cycle number,initial cohesion,friction angle,initial slope angle,excavation slope angle and other factors.The research results show that the dry-wet cycle has a great influence on the stability of the cut slope of granite residual soil,which reduces the slope stability by about 10%~30%.The conclusions of this paper can provide theoretical guidance for the design and practice of granite residual soil cutting slope project.
Keywords:cutting slope  stability of slope  wet and dry cycles  granite residual soil  shear strength
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