A new simplified method for calculating consolidation settlement of multi-layer soft soils with creep under multi-stage ramp loading
Authors:
- Wei-Qiang FengWFWei-Qiang Feng
- Jian-Hua YinJYJian-Hua Yin
- Wen-Bo ChenWCWen-Bo Chen
- Dao-Yuan TanDTDao-Yuan Tan
- Pei-Chen WuPWPei-Chen Wu
- 1 January 2020
- journal article
- research article
- Published by Elsevier in Engineering Geology
- Vol. 264
Abstract
No abstract availableKeywords
Funding Information
- Hong Kong Polytechnic University
- Research Grants Council, University Grants Committee
- Ministry of Science and Technology of the People's Republic of China
This publication has 26 references indexed in Scilit:
- Solution charts for the consolidation of double soil layersCanadian Geotechnical Journal, 2005
- Modeling the viscoplastic behaviour of clays during consolidation: application to Berthierville clay in both laboratory and field conditionsCanadian Geotechnical Journal, 2001
- Modelling consolidation accelerated by vertical drains in soils subject to creepGéotechnique, 2001
- A consolidation model for a creeping clayCanadian Geotechnical Journal, 1999
- Elastic viscoplastic consolidation modelling and interpretation of pore-water pressure responses in clay underneath Tarsiut IslandCanadian Geotechnical Journal, 1999
- Modelling unanticipated pore-water pressures in soft claysCanadian Geotechnical Journal, 1994
- Viscous–elastic–plastic modelling of one-dimensional time-dependent behaviour of claysCanadian Geotechnical Journal, 1989
- Settlement Performance of Two Embankments on Deep Compressible SoilsCanadian Geotechnical Journal, 1973
- The consolidation of soils exhibiting creep under constant effective stressGéotechnique, 1972
- Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of BuildingsGéotechnique, 1967