摘要
在土动力试验的基础上,通过静、动力有限元分析,对公路路基—刚性基础联合作用下地基土的抗液化能力变化状况进行研究,并根据研究结果给出了考虑公路路基应力影响的地基液化情况。
On the base of soil dynamic experimentation, through static-dynamic finite element analyses, this paper studied the transformation about groundwork soll anti-liquefaction ability which under the union action of highway roadbed and the substructure, and present the situation about liquefaction of groundwork through study consider the influence of highway roadbed stress.
出处
《山西建筑》
2006年第4期137-138,共2页
Shanxi Architecture
关键词
砂土液化
刚性基础
有限元分析
公路地基
liquefaction of sandy soil, rigid foundation, finite element analyses, groundwork of highway