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Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 26:139-161
The consolidation and desiccation behaviour of soft soils can be described by two time-dependent non-linear partial differential equations using the finite strain theory. Analytical solutions do not exist for these governing equations. In this paper,
Autor:
ZA-CHIEH MOH, DANIEL T. C. YAO
Publikováno v:
Geotechnical Engineering for Disaster Mitigation and Rehabilitation.