2013
DOI: 10.2478/s11600-013-0163-8
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Generation of SH-type waves due to shearing stress discontinuity in a sandy layer overlying an isotropic and inhomogeneous elastic half-space

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Cited by 12 publications
(5 citation statements)
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“…Using this technique, Nag and Pal [17]; Pal and Debnath [22]; Pal and Sen [24]; Pal and Kumar [25] and Pal [21,26] studied the shearing-stress discontinuities in different types of layered structures and elastic half spaces. Later on, Pal and Mandal [23] illustrated the generation of SH-type waves due to shearing stress discontinuity in sandy layer overlying an isotropic and inhomogeneous elastic half-space using this method. Recently, Kumar and Mandal [16] gave analytical solution for generation of SH-type waves due to shearing stress discontinuity in an anisotropic layer overlying an initially stressed elastic half-space.…”
Section: Introductionmentioning
confidence: 99%
“…Using this technique, Nag and Pal [17]; Pal and Debnath [22]; Pal and Sen [24]; Pal and Kumar [25] and Pal [21,26] studied the shearing-stress discontinuities in different types of layered structures and elastic half spaces. Later on, Pal and Mandal [23] illustrated the generation of SH-type waves due to shearing stress discontinuity in sandy layer overlying an isotropic and inhomogeneous elastic half-space using this method. Recently, Kumar and Mandal [16] gave analytical solution for generation of SH-type waves due to shearing stress discontinuity in an anisotropic layer overlying an initially stressed elastic half-space.…”
Section: Introductionmentioning
confidence: 99%
“…Pal [1983] considered the problem of generation and propagation of SH-type waves due to non-uniformly moving stress discontinuity in layered anisotropic elastic half-space using Garvin's [1956] techniques, which are a modification of Cagniard's [1939] technique. Pal and Kumar [2000] considered the generation of SH waves by a moving stress discontinuity in an anisotropic soil layer over an elastic half-space using the Cagniard-de Hoop special reduction technique [de Hoop 1960]. Next de Hoop [2002] considered the reflection and transmission properties of an elastic interfacial bonding of two semi-infinite solids, investigated for the simplest possible case of a line-source excited two-dimensional SH-wave.…”
Section: Introductionmentioning
confidence: 99%
“…202 SANTOSH KUMAR AND DINBANDHU MANDAL discontinuity in layered anisotropic elastic half-space using Garvin's [1956] techniques, which are a modification of Cagniard's [1939] technique. Pal and Kumar [2000] considered the generation of SH waves by a moving stress discontinuity in an anisotropic soil layer over an elastic half-space using the Cagniard-de Hoop special reduction technique [de Hoop 1960]. Next de Hoop [2002] considered the reflection and transmission properties of an elastic interfacial bonding of two semi-infinite solids, investigated for the simplest possible case of a line-source excited two-dimensional SH-wave.…”
Section: Introductionmentioning
confidence: 99%