Influence to Underground Structures due to Reverse Fault Movements on Model Experiments
نویسندگان
چکیده
منابع مشابه
A boundary element/finite difference analysis of subsidence phenomenon due to underground structures
Analysis of the stresses, displacements, and horizontal strains of the ground subsidence due to underground excavation in rocks can be accomplished by means of a hybridized higher order indirect boundary element/finite difference (BE/FD) formulation. A semi-infinite displacement discontinuity field is discretized (numerically) using the cubic displacement discontinuity elements (i.e. each highe...
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متن کاملa boundary element/finite difference analysis of subsidence phenomenon due to underground structures
analysis of the stresses, displacements, and horizontal strains of the ground subsidence due to underground excavation in rocks can be accomplished by means of a hybridized higher order indirect boundary element/finite difference (be/fd) formulation. a semi-infinite displacement discontinuity field is discretized (numerically) using the cubic displacement discontinuity elements (i.e. each highe...
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ژورنال
عنوان ژورنال: Journal of applied mechanics
سال: 2004
ISSN: 1345-9139,1884-832X
DOI: 10.2208/journalam.7.875