Spherical Wave Propagation in Satuated Soils
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摘要: 本文采用工程上通用的土力学模型,利用Laplace变换求解了饱和土中球面波的传播问题,对一种特殊情形下的均匀受压球形空腔得到了解析解,并与弹性单相介质中均匀受压球形空腔进行了对比,以考察流体对饱和土体动力响应的影响.本文为分析地下结构动力响应提供了一种有效的方法,有重要的工程应用价值.Abstract: Based on the generally adopted soil model for engineering,ananalytic solution of spherical wave propagation problem in a special case for an equally pressurized spherical cavity in saturated space by Laplace transfo rmation which is compared with that of the same problem in a onep-hase elastic space.The influence of fluid on dynamic response of saturated soil is examined.The authors propose an effective way for dy namic analysis of under ground structure.
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Key words:
- spherical wave /
- wave propagation /
- saturated soils /
- spherical cavity /
- dynamic response
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[1] M.A.Biot,General theory of three-dimensional consolidation,J.Appl.Phys.,12(1941),155-164. [2] M.A.Biot,T heory of propagation of elastic waves in a fluid-saturated porous solid,J.Acoust Soc.Am.,28(1956),179-191. [3] M.R.Haplern and P.Christiano,Steady-state response of arigid plate bearing on a liquid-saturated poroelastic half-space,Earthquake Eng.Struct.Dyn.,14(1986),439)454. [4] A.J.Philippacopoulos,Lamb's problem for fluid-saturated porous media,Bull.Seis.Soc.Am.,78(1988),908-923. [5] M.K.Amir,et al.,Fundamental solutions of Biot's equations of dynamic poroelasticity,Int.J.Engng.Sci.,31(1993),817-830. [6] 杨桂通、张善元编,《弹性动力学》,中国铁道出版社,北京(1988). [7] O.C.Zienkiewicz,C.T.Chang and P.Be ttess,Drained,undr ained,consolidating and dynamic behavior assumptions in soils,Geotechnique,30(1980),385-395.
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