摘要
提出了以弦线模量计算地基变形（包括黄土的湿陷）的地基基础弦线模量设计法。通过大量工程实例，将该法与目前通用方法进行了对比，并对后者提出了异议。
The chord-modulus method of the foundation engineering which is based on the computation of soil deformation including the loessial collapse is advanced.According to the comparison of the method and the methods in force,an objection to the latter is raised.
出处
《西北建筑工程学院学报（自然科学版）》
1995年第3期6-15,共10页
Journal of Northwestern Institute of Architectural Engineering
关键词
地基
黄土地基
承载力
软土地基
弦线模量
foundation
loess foundation
collapse
settlement
bearing capacity
soft soil foundation, chord-modulus
