节点文献
粘性填土作用在挡土结构上的库仑土压力简化计算
A method to calculate the earth pressure on the retaining wall by Coulomb’s theory in cohesive filling
【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 ,该简化计算方法得到的结果与其他方法的结果具有可比性
【Abstract】 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.
【关键词】 库仑土压力;
简化计算;
极限分析;
【Key words】 coulomb’s earth pressure; simplified calculation; limit analysis;
【Key words】 coulomb’s earth pressure; simplified calculation; limit analysis;
- 【文献出处】 西部探矿工程 ,West-china Exploration Engineering , 编辑部邮箱 ,2004年12期
- 【分类号】TU476.4
- 【下载频次】77