Seepage Failure Experiments and their Analyses of Loose and Medium Dense Sands
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference6 articles.
1. The analysis of failure of a normally consolidated clay foundation under embankment loading;Asaoka;Soils and Foundations,1986
2. Coupling analyses of limiting equilibrium state for normally consolidated and lightly overconsolidated soils;Asaoka;Soils and Foundations,1990
3. Prediction of the partially drained behavior of soft clays under embankment loading;Asaoka;Soils and Foundations,1992
4. Critical State Soil Mechanics;Scofield,1968
5. Induced anisotropy and time dependency in clays;Sekiguchi,1977
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3. Hydro-mechanical coupling experiments on suffusion in sandy gravel foundations containing a partially penetrating cut-off wall;Natural Hazards;2013-02-21
4. Seepage Failure Analyses of Sandy Ground Using a Liquefaction Analysis Method Based on Finite Deformation Theory;Computational Mechanics–New Frontiers for the New Millennium;2001
5. STABILITY OF SHEET PILE SUPPORTED EXCAVATIONS THROUGH THE SEEPAGE FAILURE ANALYSIS;Doboku Gakkai Ronbunshu;1998-06-21
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