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The limit analysis of reinforced slopes
发表时间:2019-03-11 点击次数:
论文类型:会议论文
第一作者:Feng, Xiaojing
合写作者:Yang, Qing
发表时间:2008-05-30
收录刊物:EI、CPCI-S、Scopus
文献类型:A
页面范围:502-507
摘要:Based on the fundamental theory of Upper-bound limit analysis of plasticity, the change of the slip surfaces with is shown. Also the limit heights and stability coefficients of the reinforced steep slope with different slope angle, top slope angle, internal friction angle, cohesive, reinforcement tension strength, reinforced spacing; reinforcement arrangement, seismic intensity and additional load were calculated in this paper based on a code written by the authors. The sequence of sensibilities was listed, and the results showed that the internal friction angle and earthquake were the key factors that influenced the critical heights of the reinforced steep slope.
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