Subsidence diffusion-convection: I. The direct problem

被引:9
作者
Vardoulakis, I
Vairaktaris, E
Papamichos, E
机构
[1] Natl Tech Univ Athens, Dept Mech, Fac Appl Math & Phys Sci, Athens, Greece
[2] SINTEF, Petr Res, N-7034 Trondheim, Norway
关键词
D O I
10.1016/j.cma.2003.10.019
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Compaction of a collapsible substratum due to effective stress increase may give rise to the formation of the well-known trap-door mechanism. According to Litwiniszyn's theory, large-scale subsidence over a yielding underground geo-structure is seen as a stochastic (Markov) process. In simple terms we assume here that the displacement of a particle in vertical direction is diffused to both horizontal and vertical displacement for the particles lying above it. This process may be called kinematic diffusion, since it leads to the Einstein-Kolmogorov (E-K) integral equation. Moreover, following the observations in small-scale model experiments, we assume that the process is always confined between a set of steeply inclined shear bands, whose inclination is evolving. Under certain mathematical transformations the E-K integral equation reduces to a partial differential equation of parabolic type. The solution depends on a diffusivity coefficient, which determines the formation of the subsidence trough inside the body as well as in the surface. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:2745 / 2760
页数:16
相关论文
共 8 条
[1]  
Dimova VL, 1990, THESIS U MINING GEOL
[2]  
HUBBERT MK, 1981, MECH BEHAV CRUSTAL R, P1
[3]  
Jaeger G, 1976, FUNDAMENTALS ROCK ME
[4]  
Litwiniszyn J., 1974, STOCHASTIC METHODS M
[5]   Overburden modeling above a compacting reservoir using a trap door apparatus [J].
Papamichos, E ;
Vardoulakis, I ;
Heil, LK .
PHYSICS AND CHEMISTRY OF THE EARTH PART A-SOLID EARTH AND GEODESY, 2001, 26 (1-2) :69-74
[6]  
Tikhonov A. N., 1963, Equations of Mathematical Physics
[7]   TRAP-DOOR PROBLEM WITH DRY SAND - A STATICAL APPROACH BASED UPON MODEL TEST KINEMATICS [J].
VARDOULAKIS, I ;
GRAF, B ;
GUDEHUS, G .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1981, 5 (01) :57-78
[8]  
VONTERZAGHI K, 1936, P INT C SOIL MECH, V1, P307