摘要
针对重力式挡土墙的土压力常规计算方法中存在的不合理之处,对土压力计算中墙高的取值以及墙后粘性土的拉应力对土压力计算的影响进行分析和探讨,可使土压力的计算更趋合理。
Aiming at the unreasonable points existed in the common calculation method of earth pressure on gravity retaining wall, analyzing and discussing the value of wall height and the effect of the tensile stress of cohesive soil which is behind the wall to the calculation of earth pressure can make the calculation of earth pressure be more reasonable.
出处
《交通标准化》
2008年第8期104-106,共3页
Communications Standardization
关键词
挡土墙
墙高
拉应力
土压力
重新分布
retaining wall
wall height
tensile stress
earth pressure
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