Citation: | WANG Lei, ZHAO Chenggang. Scattering of plane Rayleigh waves in alluvial valleys with saturated soil deposits[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 204-211. |
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[10] | Huang Wen-xi. The Influence of the Hardening Law on the Formulation of the Elasto-plastic Model of Soil[J]. Chinese Journal of Geotechnical Engineering, 1980, 2(1): 1-11. |