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《Journal of Zhejiang University(Engineering Science)》 2004-10
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Stable response of two-dimensional Biot consolidation of saturated multilayer subsoils under cyclic loading

CAI Yuan-qiang, XU Chang-jie, ZHU Bo-en, LING Dao-sheng(Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China)  
Basing on Biot's dynamic consolidation equations, the using method of integral transformation and matrix transformation, the two-dimensional consolidation of multiplayer subsoils was studied. Then, the general integral solutions of stress (including pore pressure) and displacement (including fluid flow) in any layer were obtained under harmonic vibration load according to impermeable boundary condition. Finally, numerical examples were given. The numerical results indicated that several peak values of the displacement、 total stress and excess pore pressure will appear in the vertical and horizontal direction for the reflection and interference of the waves in soils, which is much different from the case of static consolidation.
【Fund】: 霍英东优秀青年教师基金资助项目(81067).
【CateGory Index】: TU435
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