爆炸法处理软土地基的回弹模量研究  

Research on resilient modulus of soft foundation dealt with blasting

作　　者：舒阳[1] 闫澍旺[1] 杨兵[2] 刘润[1] 

机构地区：[1]天津大学建筑工程学院,天津300072 [2]中国科学院力学所,北京100080

出　　处：《岩土力学》2007年第10期2115-2117,共3页Rock and Soil Mechanics

摘　　要：简要介绍了自洽方法和爆炸法处理软土地基的工作原理,并用自洽方法计算爆炸法处理的软土地基的回弹模量,计算结果和试验结果符合较好。试验证明了用自洽方法计算爆炸法处理软土地基的回弹模量是可行的。Based on a brief introduction of the self-consistent method and the theory of soft foundation dealt with blasting method, this paper calculates some resilient modulus, which are largely in accordance with the data in the experiments. The results justify the practicability of calculating the resilient modulus of the soft foundation with self-consistent method.

关 键 词：软土地基 爆炸压入法 自洽方法 回弹模量 

分 类 号：TU472.9[建筑科学—结构工程]