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涵洞基础下地基液化分析
引用本文:孟永盛.涵洞基础下地基液化分析[J].交通科技与经济,2012,14(6):90-92.
作者姓名:孟永盛
作者单位:陕西交通职业技术学院公路工程系,陕西西安,710018
摘    要:饱和砂土地基液化对公路涵洞造成严重破坏。以土动力试验为基础,通过静、动力有限元分析,对公路路基—涵洞基础联合作用下地基土的抗液化能力变化状况进行分析,并根据研究结果给出考虑公路路基应力影响的地基液化情况。

关 键 词:砂土液化  涵洞基础  公路地基  有限元分析

Liquefaction analysis of subgrade based on culvert substructure
MENG Yong-sheng.Liquefaction analysis of subgrade based on culvert substructure[J].Technology & Economy in Areas of Communications,2012,14(6):90-92.
Authors:MENG Yong-sheng
Institution:MENG Yong-sheng (Dept. of Highway Engineering, Shanxi College of Communication and Technology, Xi'an 710018, China)
Abstract:Liquefaction of saturated sandy soil subgrade causes serious damage for highway culvert. On the base of soil dynamic experimentation, through static-dynamic finite element analyses, it presents the trans-formation of subgrade with soil anti-liquefaction ability under the united action of highway roadbed and culvert substructure. And the influential factors of the highway roadbed stress are analyzed.
Keywords:sandy soil liquefaction  culvert substructure  highway subgrade  finite element analysis
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