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考虑土拱效应的RB模式挡墙主动土压力研究

Analysis of active earth pressure acting on retaining wall considering soil arching effect under RB mode

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【作者】 刘治国罗才松王相程赵子鹏

【Author】 LIU Zhi-guo;LUO Cai-song;WANG Xiang-cheng;ZHAO Zi-peng;Agency Management Office of the Fourth Project of Joint Logistics Support Force;College of Civil Engineering,Fujian University of Technology;CETC Engineering Construction Co.,Ltd.;School of Communications Engineering,Hebei University of Water Resources and Electric Engineering;

【机构】 联保部队第四工程代建管理办公室福建工程学院土木工程学院中电科工程建设有限公司河北水利电力学院交通工程学院

【摘要】 假定滑裂面倾角为朗肯倾角,滑裂体主应力迹线为抛物线,根据水平微分滑裂体的竖向静力平衡得到绕墙底转动(RB)模式下的墙背法向主动土压力、法向主动土压力合力及其作用点高度的表达式。理论值与试验值对比表明:RB模式墙背主动压力沿墙高呈上小下大的非线性分布形式,且理论值与试验值吻合较好。

【Abstract】 Assumed that the inclination of failure surface is Rankine failure angle,and the trajectory of principal stress is a parabolic,and according to vertical static equilibrium of differential level sliding soil,new formulas of the normal active earth pressure under RB mode,the normal active earth force and the height of its application were derived. In addition,the calculated values of active earth pressure under RB mode by proposed method was compared with experimental values,and the comparisons show that the distribution of active earth pressure under RB mode is nonlinear,and is upper smaller and lower larger. And the calculate values is accord with experimental values of active earth pressure under RB mode.

【基金】 河北省水利厅科技项目(2018-47);河北省教育厅青年基金项目(QN2018098);河北省教育厅指导项目(Z2019031);福建省自然科学基金面上项目(2017J01669);福建省自然科学基金重点项目(2016H0004)
  • 【文献出处】 黑龙江科学 ,Heilongjiang Science , 编辑部邮箱 ,2019年20期
  • 【分类号】TU432
  • 【下载频次】55
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