岩土力学Issue(11)：3335-3339,5.
基于孔压静力触探确定土体的渗透系数
Determination of permeability coefficient of soil based on CPTU
摘要
Abstract
Efforts have been made to estimate permeability coefficient of soil using cone penetration test with pore pressure measurement (CPTU) in recent years. However, there are large deviations for the current approaches. Moreover, the mechanism of permeability coefficient determined by CPTU can not be explained explicitly. In order to directly determine the permeability coefficient of soil by CPTU in the field, two assumptions are proposed:i) the flow surface area for pore water is assumed to be a spherical crown covered the tip of the cone;ii) negative exponent distribution of initial excess pore water pressure during CPTU is assumed. Based on these two assumptions and the previous approaches for evaluating the permeability coefficient of soil using CPTU, the equation to calculate the permeability coefficient of soil is derived. According to the measured data in the field, the comparison is made between the proposed approach and the existing one. The results show that the proposed modified approach extends the range of the application of existing approaches. The permeability coefficient of soil is influenced by the degree of the tip of the cone greatly, which increases with the increasing of the degree of the tip. For a cone penetrometer with 60 degrees accepted as the reference and specified in the international reference test procedure, the permeability coefficient determined by the proposed approach is larger than that of previous approaches and more close to that of lab and field tests.关键词
地基/渗透系数/孔压静力触探/改进的方法Key words
foundation/permeability coefficient/cone penetration test with pore pressure measurement (CPTU)/modified approach分类
建筑与水利引用本文复制引用
王君鹏,沈水龙..基于孔压静力触探确定土体的渗透系数[J].岩土力学,2013,(11):3335-3339,5.基金项目
山东省高等学校青年骨干教师国内访问学者项目经费资助，国家自然科学基金资助(No.41072209)。 （No.41072209）
