Simplified Method for Calculating Active Earth Pressure Against Rigid Retaining Walls for Cohesive Backfill
- 作者: Peng J.1, Zhu Y.1
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隶属关系:
- School of Civil Engineering, Lanzhou University of Technology
- 期: 卷 55, 编号 6 (2019)
- 页面: 374-379
- 栏目: Soil Mechanics
- URL: https://journals.rcsi.science/0038-0741/article/view/244200
- DOI: https://doi.org/10.1007/s11204-019-09551-4
- ID: 244200
如何引用文章
详细
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.
作者简介
Junguo Peng
School of Civil Engineering, Lanzhou University of Technology
编辑信件的主要联系方式.
Email: 3928545@qq.com
中国, Lanzhou
Yanpeng Zhu
School of Civil Engineering, Lanzhou University of Technology
Email: 3928545@qq.com
中国, Lanzhou