Modeling of embankment beneath marine deposited soft sensitive clays considering straightforward creep degradation
Author:
Affiliation:
1. State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou, China;
2. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong
Funder
National Natural Science Foundation of China
111 project
State Key Laboratory for GeoMchanics and Deep Underground Engineering, China University of Mining & Technology
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2019.1603254
Reference54 articles.
1. Comparisons between predicted and observed behaviour of a geosynthetic reinforced abutment on soft soil
2. 2D and 3D numerical simulations of reinforced embankments on soft ground
3. Geosynthetic-reinforced and jet grout column-supported embankments on soft soils: Numerical analysis and parametric study
4. Finite element simulation of an embankment on soft clay – Case study
5. Three-Dimensional Nonlinear Numerical Analysis of Consolidation of Soft Ground Improved by Sand Columns under a Freeway Embankment in Shallow Sea: Case Study
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