›› 2008, Vol. 29 ›› Issue (2): 315-320.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Scattering around a circular lining in saturated poroelastic half-space under dilatational waves

JIANG Ling-fa, WANG Jian-hua, ZHOU Xiang-lian   

  1. School of Naval Architecture., Ocean & Civil Engineering, Shanghai Jiaotong University, Shanghai 200030 , China
  • Received:2006-07-13 Online:2008-02-11 Published:2013-07-10

Abstract: In terms of Biot's dynamic theory and elastic wave theory, the method of functions of complex variable and multi-polar coordinate is used to solve the problem of scattering around a circular lining in saturated poroelastic half-space under harmonic plane dilatational waves. Here, a circular cavity with large radius is used to replace the straight boundary of the saturated poroelastic half space. The equations of the Biot wave motion for poroelastic and the equations of the isotropic elastic wave motion for lining are decoupled to Helmholtz equations by introducing potential functions. The general solution of Helmholtz equations is given by means of the complex series expansion technology. Utilizing the general solution of the potential functions, the expressions of the displacements, stresses and pore pressures of saturated soil and those of the displacements and stresses of lining structure can be obtained by using the boundary conditions and continuous conditons. Then the variations of the coefficients of dynamic stress concentration and the pore water pressures concentration on boundaries of the lining structure are discussed for different parameter conditions. The results of the given numerical example indicate that the method is useful and efficient to the scattering of lining in poroelastic half-space.

Key words: saturated soil, lining structure, half-space, scattering, function. of complex variable

CLC Number: 

  • TU 45
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] ZHOU Feng-xi, GAO Guo-yao, . Steady-state analysis of the heat-moisture-salt coupling for unsaturated soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2050-2058.
[2] WANG Jun-min, XIONG Yong-lin, YANG Qi-lai, SANG Qin-yang, HUANG Qiang. Study of the dynamic elastoplastic constitutive model for unsaturated soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2323-2331.
[3] TAO Gao-liang, WU Xiao-kang, GAN Shi-chao, XIAO Heng-lin, MA Qiang, LUO Chen-chen, . Experimental study and model prediction of permeability coefficient of unsaturated clay with different initial void ratios [J]. Rock and Soil Mechanics, 2019, 40(5): 1761-1770.
[4] ZHENG Guo-feng, GUO Xiao-xia, SHAO Long-tan, . Experimental verification of an unsaturated shear strength criterion based on the state surface expression [J]. Rock and Soil Mechanics, 2019, 40(4): 1441-1448.
[5] DING Bo-yang, SONG You-zheng. Dynamic response calculation for u-P solution in saturated soil subjected to an underground point source [J]. Rock and Soil Mechanics, 2019, 40(2): 474-480.
[6] FANG Jin-jin, FENG Yi-xin, ZHAO Wei-long, WANG Li-ping, YU Yong-qiong, . Nonlinear constitutive model for intact loess in true tri-axial tests [J]. Rock and Soil Mechanics, 2019, 40(2): 517-528.
[7] CHEN Zheng-han, GUO Nan, . New developments of mechanics and application for unsaturated soils and special soils [J]. Rock and Soil Mechanics, 2019, 40(1): 1-54.
[8] SUN Ming-she, MA Tao, SHEN Zhi-jun, WU Xu, WANG Meng-shu,. Study of lining sharing surrounding rock pressure in composite lining structure [J]. , 2018, 39(S1): 437-445.
[9] DUAN Xiao-meng, ZENG Li-feng, . Bearing structure of unsaturated soil and generalized structural properties [J]. , 2018, 39(9): 3103-3112.
[10] LI Zhi-yuan, LI Jian-bo, LIN Gao, HAN Ze-jun,. Analysis of scattered field characteristics of valley embedded in layered soil [J]. , 2018, 39(9): 3453-3460.
[11] LI Xuan, SUN De-an, ZHANG Jun-ran,. Effect of suction history on dynamic deformation characteristics of unsaturated silt [J]. , 2018, 39(8): 2829-2836.
[12] SONG Jia, DU Xiu-li, XU Cheng-shun, SUN Bao-yin,. Research on the dynamic responses of saturated porous media-pile foundation-superstructure system [J]. , 2018, 39(8): 3061-3070.
[13] WANG Lu-jun, AI Zhi-yong, . Thermo-mechanical coupling response of layered half-space with a buried point heat source [J]. , 2018, 39(6): 2052-2058.
[14] XU Xiao, ZHAO Cheng-gang, CAI Guo-qing,. Shear strength of unsaturated soils considering capillary and adsorptive mechanisms [J]. , 2018, 39(6): 2059-2064.
[15] LU Jian-fei, ZHOU Hui-ming, LIU Yang. Reflection-transmission matrix method for dynamic response of transversely isotropic multilayered saturated soil [J]. , 2018, 39(6): 2219-2226.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] LI Jing,MIAO Lin-chang,ZHONG Jian-chi,FENG Zhao-xiang. Deformation and damping characteristics of EPS beads-mixed lightweight soil under repeated load-unloading[J]. , 2010, 31(6): 1769 -1775 .
[3] LIANG Jian-wei, FANG Ying-guang, GU Ren-guo. Analysis of microelectric field effect of seepage in tiny-particle clay[J]. , 2010, 31(10): 3043 -3050 .
[4] WANG Li-yan,JIANG Peng-ming,LIU Han-long. Mechanism analysis of residual liquefied deformation of breakwater during earthquake[J]. , 2010, 31(11): 3556 -3562 .
[5] LI Xiu-zhen,WANG Cheng-hua,DENG Hong-yan. A comparison of distance and Fisher discrimination methods applied to identifying potential landslides[J]. , 2011, 32(1): 186 -192 .
[6] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
[7] JI Wu-jun. Investigation and analysis of engineering problems for loess tunnels[J]. , 2009, 30(S2): 387 -390 .
[8] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[9] ZHAO Ming-hua, LEI Yong, ZHANG Rui. Study of punching failure mode and safe thickness of pile foundation in karst region[J]. , 2012, 33(2): 524 -530 .
[10] MA Gang , CHANG Xiao-lin , ZHOU Wei , ZHOU Chuang-bing . Deep anti-sliding stability analysis of gravity dam based on Cosserat continuum theory[J]. , 2012, 33(5): 1505 -1512 .