Development of Uncoupled and Coupled Approaches to Analysing the Response of Foundations Resting over Partially Saturated Soil: Mathematical Development and Comparisons
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-022-00686-0.pdf
Reference37 articles.
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2. Bishop AW, Blight GE (1963) Some aspects of effective stress in saturated and unsaturated soils. Geotechnique 13(3):177–197
3. Barden L, Berry PL (1965) Consolidation of normally consolidated clay. J Soil Mech Found Div 91(5):15–35
4. Gibson RE, Schiffman RL, Cargill KW (1981) The theory of one-dimensional consolidation of saturated clays. II. Finite nonlinear consolidation of thick homogeneous layers. Can Geotech J 18(2):280–293
5. Chu HH, Vucetic M (1992) Settlement of compacted clay in a cyclic direct simple shear device. Geotech Test J 15(4):371–379
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