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地震作用下挡土墙上的主动土压力
引用本文:杨雪强,庄心善,陈升平. 地震作用下挡土墙上的主动土压力[J]. 湖北工业大学学报, 1998, 0(3)
作者姓名:杨雪强  庄心善  陈升平
作者单位:湖北工学院土木工程系
摘    要:以土的塑性上限分析理论为基础,结合墙后土体的两种三维破坏模式,在地震作用下推出了适用于长、短挡土墙上主动土压力上限值的统一表达式,并通过算例计算进行验证.

关 键 词:挡土墙;塑性上限分析;地震角;主动土压力

Active Soil Pressures Acted on Retaining Walls During Earthquakes
Yang Xueqiang Zhuang Xinshan Chen Shenping. Active Soil Pressures Acted on Retaining Walls During Earthquakes[J]. Journal of Hubei University of Technology, 1998, 0(3)
Authors:Yang Xueqiang Zhuang Xinshan Chen Shenping
Affiliation:Yang Xueqiang Zhuang Xinshan Chen Shenping
Abstract:Based on soil plasticity and limit analysis theorem, togethor with two three-dimensional failure modes of cohesionless backfill, this paper presents a general formula of upper bound values of active soil pressure acted on rough retaining walls during earthquakes. These formula in the paper are verified by some calculation examples.
Keywords:retaining wall  plasticity upper bound analysis  seismic angle  active soil pressure
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