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Improved Vacuum Preloading Method for Consolidation of Dredged Clay-Slurry Fill
Publisher: American Society of Civil Engineers
Anisotropic and Noncoaxial Behavior of K0-Consolidated Soft Clays under Stress Paths with Principal Stress Rotation
Publisher: American Society of Civil Engineers
Abstract: During embankment construction, the deformation behavior of soil will vary with increasing fill height because the principal stresses applied on soil elements in K0-consolidated subsoil will rotate. In this study, a series ...