Three-Dimensional Dynamic Response of a Cylindrical Cavity in a Half-Space of Partially Saturated Soil Under Internal Step-Loading
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-81705-3_20
Reference20 articles.
1. Akhlaghi T, Nikkar A (2014) Effect of vertically propagating shear waves on seismic behavior of circular tunnels. Sci World J 2014:806092
2. Amenitsky AV, Belov AA, Igumnov LA, Karelin IS (2009) Granichnye integral’nye uravneniya dlya resheniya dinamicheskikh zadach trekhmernoi teorii porouprugosti (Boundary integral equations for analyzing dynamic problems of 3-D porouselasticity). Probl Strength Plast 71:164–171 (in Russian)
3. Amorosi A, Boldini D (2009) Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils. Soil Dyn Earthq Eng 29(6):1059–1072
4. Ashayeri I, Kamalian M, Jafari MK, Gatmiri B (2011) Analytical 3D transient elastodynamic fundamental solution of unsaturated soils. Int J Numer Anal Methods Geomech 35(17):1801–1829
5. Bazhenov VG, Igumnov LA (2008) Metody granichnyh integral’nyh uravnenij i granichnyh elementov v reshenii zadach trekhmernoj dinamicheskoj teorii uprugosti s sopryazhennymi polyami (Boundary integral equations and boundary element methods in treating the problems of 3D elastodynamics with coupled fields). PhysMathLit (in Russian)
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