A generalized consolidation model under cyclic loading
Author:
Affiliation:
1. Civil Engineering Department, Heritage Institute of Technology, Kolkata, India
2. Civil Engineering Department, Jadavpur University, Kolkata, India
3. CSIR-Central Glass & Ceramic Research Institute, Kolkata, India
Publisher
Informa UK Limited
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2019.1701219
Reference50 articles.
1. Finite difference approach for consolidation with variable compressibility and permeability
2. Undrained Behavior of Clay Under Cyclic Shear Stresses
3. Consolidation of Normally Consolidated Clay
4. Insight into the effects of clay mineralogy on the cyclic behavior of silt–clay mixtures
5. One-dimensional consolidation of layered soils with impeded boundaries under time-dependent loadings
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