Analytical Solutions for One-Dimensional Large-Strain Nonlinear Consolidation of Soft Soils by Considering a Time-Dependent Drainage Boundary-Reference-Cited by-同舟云学术

Analytical Solutions for One-Dimensional Large-Strain Nonlinear Consolidation of Soft Soils by Considering a Time-Dependent Drainage Boundary

Author:

Li Chuanxun¹^ORCID,Xue Qing²^ORCID,Jin Dandan³

Affiliation:

1. Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang 212013, P. R. China (corresponding author). ORCID: .

2. Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang 212013, P. R. China. ORCID: .

3. Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang 212013, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

Reference40 articles.

1. Deformation and strength characteristics of soft Bangkok clay;Balasubramaniam A. S.;J. Geotech. Eng.,1978

2. Consolidation of normally consolidated clay;Barden L.;J. Soil Mech. Found. Div.,1965

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