Author:
Lang Ruiqing,Li Yihao,Sun Liqiang,Feng Shouzhong,Cheng Xinglei
Funder
Tianjin Science and Technology Program
China Association for Science and Technology
National Natural Science Foundation of China
China Postdoctoral Science Foundation
Reference35 articles.
1. Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation;Alkhorshid;J. Rock Mech. Geotech. Eng.,2021
2. Consolidation around stone columns. influence of column deformation;Castro;Iin. J. Number Anal. Met.,2010
3. Consolidation theory for the stone column reinforced ground with time-dependent drainage boundary considering the foundation stiffness;Chen;Comput. Geotech.,2024
4. Analytical solution for free strain consolidation of stone column-reinforced soft ground considering spatial variation of total stress and drain resistance;Doan;Comput. Geotech.,2020
5. Simplified analytical solution for time dependent deformation of soft soil improved with pervious column considering load transfer between column and soil;Doan;Comput. Geotech. (Feb.),2024