One-dimensional consolidation of layered soils with impeded boundaries under time-dependent loadings
Author:
Publisher
Springer Science and Business Media LLC
Subject
Applied Mathematics,Mechanical Engineering,Mechanics of Materials
Link
http://link.springer.com/content/pdf/10.1007/BF02438802.pdf
Reference14 articles.
1. Terzaghi K.Theoretical Soil Mechanics[M]. New York, N Y: John Wiley and Sons Inc, 1943.
2. Schiffman R L, Stein J R. One-dimensional consolidation of layered systems[J].Journal of the Soil Mechanics and Foundation Division, ASCE, 1970,96(4):1499–1504.
3. Wilson N E, Elgohary M M. Consolidation of soils under cyclic loading[J].Canadian Geotechnical Journal, 1974,2(3):420–423.
4. Alonso E E, Krizek R J. Randomness of settlement rate under stochastic load[J].Journal of the Engineering Mechanics Division, ASCE, 1974,100(6):1211–1226.
5. Baligh M M, Levadoux J N. Consolidation theory for cyclic loading[J].Journal of the Geotechnical Engineering Division, ASCE, 1978,104(4):415–431.
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