摘要
提出采用等效土层厚度的方法 ,把粘性土库仑理论土压力计算 ,变换成无粘性土土压力计算。通过算例表明 。
In order to calculate the earth pressure for the cohesive filling a method is put forward. The method of equivalent soil layer depth is adopted based on the comparison between the cohesive and cohesionless earth pressure formulas, transferring the calculation of the Coulomb's earth pressure of cohesive soil into the calculation of the earth pressure of cohesionless soil. The results of the simplified calculating method stand comparison with the results of other method.
出处
《西部探矿工程》
CAS
2004年第12期62-64,共3页
West-China Exploration Engineering
关键词
库仑土压力
简化计算
极限分析
coulomb's earth pressure
simplified calculation
limit analysis
