An analytical solution for nonlinear consolidation of composite foundations improved by stone columns and vertical drains

Author:

Lu Xiangzong,Li ChuanxunORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. A constitutive and numerical model for mechanical compaction in sedimentary basins;Bernaud;Comput. Geotech.,2006

2. The radial consolidation of clay soils;Berry;Geotechnique,1969

3. Behaviour of a PVD unit cell under vacuum pressure and a new method for consolidation analysis;Chai;Comput. Geotech.,2020

4. Chen, Z.X., Guo, B., Fang, R., Zhang, W.B., 2020. Nonlinear analytical solution for consolidation of composite foundation reinforced by impervious column. 16(2), 445–450 (in Chinese).

5. One-dimensional nonlinear consolidation of multi-layered soil by differential quadrature method;Chen;Comput. Geotech.,2005

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