摘要
鉴于软粘土地基强夯成功率与功效低的情况，在分析软粘土强夯机理特点的基础上，提出了适用于软粘土地基的强夯工艺。通过对某工程３种强夯方案的试验，证明所提出的论点是正确的，并保证了该项大型工程的成功。
It is well known that the dynamic compaction efficiency for soft clay foundation is low. Based on the analysis on the DCM mechanism for soft clay, a DCM engineering technique, which is just suitable for soft clay foundation, is proposed. All conclusions proposed here are proved by contrast experiments including three schemes.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1998年第5期571-580,共10页
Chinese Journal of Rock Mechanics and Engineering
基金
中国人民解放军8561工程指挥部场道地基强夯处理研究课题
关键词
软粘土
强夯
机理
工艺
地基加固
soft clay, DCM, mechanisms, engineering technique
