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《Chinese Journal of Underground Space and Engineering》 2013-01
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The Numerical Analysis of Dynamic Characteristics for Shallow Underground Structures in LP Field

He Jianping1,3,Chen Weizhong2(1.Geotechnical and Structural Engineering Research Center of Shandong University,Jinan 250061,China;2.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071, China;3.Weihai Campus of Shandong University,Weihai,Shandong 264209,China)  
The numerical simulation test was completed for the typical liquefaction in free field with FLAC3D,a test on impact of rigid structure on LP field,the test on dynamic characteristics of liquefaction field and shallow underground structures interaction and the dynamic characteristics test for shallow underground structures in elastic field were completed.The results show that the typical characteristics of soil liquefaction are the increase of accumulation of volumetric compression,reduction of effective stress and increase of excess pore water pressure.The results confirmed the isolation effect of liquefaction: the sandy soil in liquid state could not transfer the shear force and its acceleration,velocity and displacement amplitude decreased significantly.Experiment showed that the rigid structure inhibited liquefaction of surrounding soil.The calculation results show that the acceleration response of underground structures in liquefaction field is smaller than that in the elastic fields,but the stress and strain of structure in liquefaction field is larger.With vibrating load on the field bottom base,the deformation feature of shallow underground structure in elastic fields is of shear type,the deformation feature of shallow underground structure in PL fields is of bending type.
【Fund】: 国家自然科学基金西部重大研究计划项目(90510019);国家自然科学基金资助项目(40772184 90715042)
【CateGory Index】: TU435
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