摘要
在室内静三轴试验的基础上进行改进,研究土的孔隙水压力消散情况。并设计强夯模型试验,研究土在不同压力下的渗透系数和土的孔隙水压力消散情况。
In the laboratory, the static triaxial test is improved, study on rules of pore pressure dissipation. And the model test is designed, the rules of the pore pressure dissipation and permeability coefficient of the different pressure are learned.
出处
《科学技术与工程》
2008年第8期2202-2205,2233,共5页
Science Technology and Engineering
关键词
强夯
模型试验
渗透系数
孔隙水压力
heavy tamping model test permeability coefficient pore pressure