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基于水平层单元体及土拱效应模型土压力计算研究
引用本文:张文,吴永钧,张卫红. 基于水平层单元体及土拱效应模型土压力计算研究[J]. 青海大学学报, 2008, 26(5): 19-23
作者姓名:张文  吴永钧  张卫红
作者单位:青海师范大学,青海,西宁,810008;宁夏盐池县农业综合开发办公室,宁夏,盐池,751100;青海省电力设计院,青海,西宁,810008
摘    要:对水平层单元体模型及土拱效应模型两种非线性土压力理论进行了研究,并结合试验资料进行算例分析,在此基础上提出一种能考虑位移、时间效应的,且能体现土压力非线性分布规律的土压力计算模型。算例分析结果能与实际规律较好地吻合。

关 键 词:非线性土压力理论  土拱效应  水平层单元体

Study on soil pressure calculation based on the model of horizontal layer element and soil arch effect
ZHANG Wen,WU Yong-jun,ZHANG Wei-hong. Study on soil pressure calculation based on the model of horizontal layer element and soil arch effect[J]. Journal of Qinghai University(Natural Science), 2008, 26(5): 19-23
Authors:ZHANG Wen  WU Yong-jun  ZHANG Wei-hong
Affiliation:ZHANG Wen, WU Yong-jun ZHANG Wei-hong ( 1. Qinghal Normal University, Xining 810008, China; 2. Agriculrrual Comprehensive Development Office Yanehi County, Yanchi'751100, China;3. Qinghai Electric Power Designing Institute ,Xining 810008, China)
Abstract:Two kinds of nonlinear soil pressure theories on the model of horizontal layer element and soil arch effect are studied in this paper and some examples are analyzed according to experimental data. Based on the research, a new calculation model of soil pressure ,considering the displacement, time effect and embodying the nonlinear distribution rule of, the soil pressure,is put forward too and the example calculation result :on the new model is closed to the real regular pattern.
Keywords:nonlinear soil pressure theory  soil arch effect  horizontal layer element
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