作者:E.Pan,W.A.Griffith,H.Liu
摘要:We present a new solution for the elastic displacement and strain fields on or near Earth’s surface due to rectangular faults in an anisotropic half-space,expressed as a summation of(A)the solution in an infinite space which is singular,and(B)the complementary part which is regular and well-behaved.These two solutions are expressed in terms of the mathematically elegant and computationally powerful Stroh formalism and can be applied to the generally anisotropic rock half-space or a transversely isotropic rock mass with any oriented plane of isotropy.For any flat fault of polygonal shape,one needs only to carry out a simple line integral from 0 to 7 r in order to express the fault-induced response.Numerical examples are presented to demonstrate the significant effect of the rock anisotropy and layer orientation on the fault-induced displacement and strain fields in anisotropic rocks.Potential applications are wide ranging,from faults in sedimentary strata to strongly deformed metamorphic rocks with steeply dipping foliation.
发文机构:Dept.of Civil Engineering and Dept.of Mathematics School of Earth Sciences School of Transportation&Logistics
关键词:GEOMECHANICSRockANISOTROPYBEDDINGplaneDeformationandstrainfieldsMechanicstheoryandmodelling
分类号: P55[天文地球—构造地质学][天文地球—地质学]