摘要
传统的沉降计算法往往只考虑压缩变形或剪切变形。本文以Ｋ０状态为计算起点，运用增量理论给出了变形模量随应力增量比变化的计算方法，在此基础上得到了新的考虑应力路径的沉降计算法。
Traditional settlement approach has its limitations in considering compressive of shear deformation only. Applied with incremental theory, this paper has described a new approach for modulus of deformation varying with ratio of stress increment form the K 0 status. On the basis of basis of which, the new ground settlement calculating approach relating to stress path is obtained.
出处
《山东建筑工程学院学报》
1997年第3期7-12,共6页
Journal of Shandong Institute of Architecture and Engineering
关键词
应力路径
地基沉降
计算
应力增量比
变形模量
K 0 status
stress path
compressive deformation
shear deformation
ratio of stress increment
modulus of deformation
soil settlement
