摘要
常规强夯法处理淤泥质粘土地基效果不太理想。本文论述了强夯碎石柱法的原理及应用的可行性,对夯后形成复合地基的沉降、固结,稳定性等问题用多种方法进行了计算,讨论了施工中可能出现的情况。国内外成功的实例表明该法在处理饱和软粘土地基时有着良好的应用前景。
It is generally recognized that the mucky clay ground treated by the conventional dynamic compaction hardly receives the sound results.This thesis states the basic concept and the feasibility of dynamic compacted gravel column method, then the settlements, consolidation and stability problems of treated composition are predicted through various ways, some points which may occur in construction are also discussed Successful cases show that this method sheds hopeful lights in the improvement of saturated soft clay ground.
出处
《岩土力学》
EI
CAS
CSCD
1993年第2期61-74,共14页
Rock and Soil Mechanics
关键词
地基处理
强夯碎石柱法
粘土地基
foundation treatment, dymmic compacted gravel column method, clay ground
