港工技术2009，Vol.46Issue(z1)：15-16,2.
超固结土直剪剪切试验探讨
Discussion on Direct Shear Test for Over-consolidated Soil
孟令福 1王济生1
作者信息
- 1. 中交第一航务工程勘察设计院有限公司,天津,300222
- 折叠
摘要
Abstract
The results of direct shear test of over-consolidatied soil under different vertical loads are considerably different,causing a great affect on calculating foundation bearing capacity. On the badis of the properties of over-consolidated soil in an area of Liaoning Province,the differences of direct shear test on over-consolidated soil under different vertical loads are discussed.关键词
超固结土/直接剪切试验/承载力Key words
over-consolidatied soil/ direct shear test/ bearing capacity分类
建筑与水利引用本文复制引用
孟令福,王济生..超固结土直剪剪切试验探讨[J].港工技术,2009,46(z1):15-16,2.
