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Simplified Method for Calculating Active Earth Pressure Against Rigid Retaining Walls for Cohesive Backfill
Peng, Junguo; Zhu, Yanpeng
刊名SOIL MECHANICS AND FOUNDATION ENGINEERING
2019-01
卷号55期号:6页码:374-379
关键词Pressure distribution Shear stress Active earth pressure Cohesive backfill Horizontal slices Mohr Coulomb theory Non-linear distribution Reciprocal theorem Rigid retaining wall Simplified method
ISSN号0038-0741
DOI10.1007/s11204-019-09551-4
英文摘要The horizontal slice element method for calculating active earth pressure against rigid retaining walls has been extended to the cohesive backfill. The formula of the nonlinear distribution of active earth pressure is derived satisfying the reciprocal theorem of shear stress. According to the Mohr-Coulomb theory, the lateral active earth pressure coefficient can be determined. In order to check the accuracy of the proposed equation; the predictions from the equation are compared with both existing full-scale test results and values from other studies. The comparisons between calculated and measured values show that the proposed equations provide satisfactory results.
资助项目Ministry of Education Changjiang Scholars Innovation Team[IRT_17R51]
WOS研究方向Engineering
语种英语
出版者SPRINGER
WOS记录号WOS:000462034000003
状态已发表
内容类型期刊论文
源URL[http://119.78.100.223/handle/2XXMBERH/32178]  
专题土木工程学院
通讯作者Peng, Junguo
作者单位Lanzhou Univ Technol, Sch Civil Engn, Lanzhou, Gansu, Peoples R China
推荐引用方式
GB/T 7714
Peng, Junguo,Zhu, Yanpeng. Simplified Method for Calculating Active Earth Pressure Against Rigid Retaining Walls for Cohesive Backfill[J]. SOIL MECHANICS AND FOUNDATION ENGINEERING,2019,55(6):374-379.
APA Peng, Junguo,&Zhu, Yanpeng.(2019).Simplified Method for Calculating Active Earth Pressure Against Rigid Retaining Walls for Cohesive Backfill.SOIL MECHANICS AND FOUNDATION ENGINEERING,55(6),374-379.
MLA Peng, Junguo,et al."Simplified Method for Calculating Active Earth Pressure Against Rigid Retaining Walls for Cohesive Backfill".SOIL MECHANICS AND FOUNDATION ENGINEERING 55.6(2019):374-379.
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