Nonlinear radial consolidation of vertical drains under a general time-variable loading

Author:

Lu Mengmeng12,Wang Shanyong2,Sloan Scott W.2,Indraratna Buddhima3,Xie Kanghe4

Affiliation:

1. State Key Laboratory for Geomechanics and Deep Underground Engineering; School of Mechanics and Civil Engineering; China University of Mining and Technology; Xuzhou 221116 China

2. ARC Centre of Excellence for Geotechnical Science and Engineering; The University of Newcastle; Callaghan NSW 2308 Australia

3. Geomechanics and Railway Engineering Research Centre, Faculty of Engineering; University of Wollongong; Wollongong NSW 2522 Australia

4. Research Center of Coastal and Urban Geotechnical Engineering; Zhejiang University; Hangzhou 310058 China

Funder

Australia Research Council CoE Early Career Award

Australia Research Council Discovery Project

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference29 articles.

1. Consolidation of fine-grained soils by drain wells;Barron;Transactions of the American Society of Civil Engineers,1948

2. Equal strain consolidation by vertical drains;Leo;ASCE Journal of Geotechnical and Geoenvironmental Engineering,2004

3. Consolidation analysis of soil with vertical and horizontal drainage under ramp loading considering smear effects;Zhu;Geotextiles and Geomembranes,2004

4. Consolidation by vertical drains under time-dependent loading;Tang;International Journal for Numerical and Analytical Methods in Geomechanics,2000

5. Radial consolidation with vertical drains and general time-dependent loading;Conte;Canadian Geotechnical Journal,2009

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