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.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2007年第10期2115-2117,共3页
Rock and Soil Mechanics
关键词
软土地基
爆炸压入法
自洽方法
回弹模量
soft foundation
blasting
self-consistent method
resilient modulus