摘要
通过室内试验，研究了软粘土的结构性及其在受力过程中的损伤特性，并讨论结构损伤对地基瞬时沉降和固结沉降的影响。计算结果表明，常规方法低估地基的瞬时沉降。
This paper studies experimentally the structured characters and damage of Shanghai soft soil, and discusses the influence on settlement. The calculation method of settlement considering damage is obtained. The calculation result shows that the routine methods underestimate the immediate settlement, and overestimate the consolidation settlement.
出处
《岩土力学》
EI
CAS
CSCD
1999年第1期19-21,26,共4页
Rock and Soil Mechanics
