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挡土墙后粘性填土的主动土压力计算
引用本文:李巨文,王翀,梁永朵,冯震.挡土墙后粘性填土的主动土压力计算[J].岩土工程学报,2006,28(5):650-652.
作者姓名:李巨文  王翀  梁永朵  冯震
作者单位:防灾技术高等专科学校;防灾技术高等专科学校 河北三河065201;河北三河065201;
摘    要:根据库伦土压力的计算原理,从滑动楔体处于极限平衡状态时力的静力平衡条件出发,推导出了计算粘性土或无粘性土主动土压力的公式。该公式适用于均布荷载作用于挡土墙后任意位置。对重力式挡土墙设计中土压力的计算具有一定参考价值。

关 键 词:库伦原理  挡土墙  主动土压力  均布荷载  
文章编号:1000-4548(2006)05-0650-03
收稿时间:2005-03-07
修稿时间:2005-03-07

Computation of earth pressure of cohesive backfill on retaining wall
LI Ju-wen,WANG Chong,LIANG Yong-duo,FENG Zhen.Computation of earth pressure of cohesive backfill on retaining wall[J].Chinese Journal of Geotechnical Engineering,2006,28(5):650-652.
Authors:LI Ju-wen  WANG Chong  LIANG Yong-duo  FENG Zhen
Affiliation:College of Disaster Prevention Techniques Sanhe 065201 China
Abstract:According to the Coulomb’s earth pressure theory,from the condition of the static equilibrium of the force when the slide wedge was in limit equilibrium,a formula was derivated for the calculation of active earth pressure of cohesive or non-cohesive backfill soils.This formula could be used in the calculation of earth pressure with superimposed load uniformly distributed on any location of ground surface behind retaining wall.Some suggestions were proposed to the calculation of earth pressure in gravity retaining wall design.
Keywords:Coulomb’s theory  retaining wall  active earth pressure  uniformly distributed load
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