The research on earth pressure behind inclined retaining wall considering arching effects
The earth pressure behind inclined wall considering the soil arching effects which was decided by two factors,the coefficient and average vertical stress,was necessary to research.Based on the analysis of stress state behind the retaining wall,the unified solution of active pressure and passive pressure was derived and was used to calculate both the magnitude and point of application.According to examples,as the angle of inclined retaining wall increasing which was signifying by ε,the arching effects would be also increasing which the soil was in the passive limit and be falling which the soil was in the active limit.
inclined wall arching effects active earth pressure passive earth pressure
Jian-ming ZHU Qi ZHAO
School of Architecture Engineering,North China University of Technology,Beijing,100144,China
国际会议
西安
英文
430-433
2013-07-27（万方平台首次上网日期，不代表论文的发表时间）