路基工程Issue(1)：85-88,4.
原状结构性土先期固结压力的确定与分析
Analysis about the Making Sure Preconsolidation Pressure of Natural Soil
鲍胜国 1秦志光2
作者信息
- 1. 广东天信电力工程检测有限公司,广州510600
- 2. 中交四航工程研究院有限公司环境生态岩土工程研究所,广州510230
- 折叠
摘要
Abstract
The natural soil generally has structural property and the research on this structural property and its influence on natural soil deformation is meaningful for the mechanics character studying of soil.WANG Guoxin had set up a calculation formula to calculate the preconsolidation pressure of soil considering the influence of structural property of soil by way of reforming the LI Tao Mathematical Models.By way of further applying the preconsolidation pressure obtained from the modified method to calculate the soil deformation,the relation between this modified method and the traditional curve method and actual deformation results is assessed based on practice and analysis.关键词
结构性土/先期固结压力/e-lgp曲线法/变形量Key words
structured soils/preconsolidation pressure/curve method/deformation分类
建筑与水利引用本文复制引用
鲍胜国,秦志光..原状结构性土先期固结压力的确定与分析[J].路基工程,2012,(1):85-88,4.
