摘要
对常用的以固结试验测试数据为依据的土的渗透系数的计算方法进行分析,并与实测渗透试验数据进行比较,认为计算时必须采用小荷载区间的固结试验数据,且有较多应用的限制。对超固结土和不均匀土不宜采用。
After analysis and compare the computational method of the soil's permeability based on popular consolidated test data with experiment test data,as calculation must take the consolidated test data of little stress range.Because have many limits of application,the computational method is not suitable to over consolidation and uneven soil.
出处
《工程勘察》
CSCD
北大核心
2009年第S2期109-113,共5页
Geotechnical Investigation & Surveying
关键词
渗透系数
固结试验
测试参数
压力值区间
Permeability coefficient consolidation test test data stress range