Consolidation Considering Clogging Effect under Uneven Strain Assumption

Author:

Liu Sijie1ORCID,Cai Yuanqiang2,Sun Honglei3,Geng Xueyu4,Shi Li5ORCID,Pan Xiaodong6

Affiliation:

1. Ph.D. Candidate, Research Center of Coastal and Urban Geotechnical Engineering, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China. ORCID: .

2. Professor, Research Center of Coastal and Urban Geotechnical Engineering, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China; Professor, Institute of Geotechnical Engineering, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310000, P.R. China.

3. Professor, Institute of Geotechnical Engineering, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310000, P.R. China (corresponding author).

4. Associate Professor, School of Engineering, Univ. of Warwick, Coventry CV47AL, UK.

5. Associate Professor, Institute of Geotechnical Engineering, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310000, P.R. China. ORCID: .

6. Associate Professor, Institute of Geotechnical Engineering, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310000, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference47 articles.

1. Causes and countermeasures for vacuum consolidation failure of newly-dredged mud foundation;Bao S. F.;Chin. J. Geotech. Eng.,2014

2. Consolidation of fine grained soils by drain wells;Barron R. A.;Trans. ASCE,1948

3. Effect of prefabricated vertical drain clogging on the rate of consolidation: A numerical study;Basu D.;Geosynth. Int.,2000

4. Filtration criteria for prefabricated vertical drain geotextile filter jackets in soft Bangkok clay;Bergado D. T.;Geosynth. Int.,1996

5. Effect of clogging on large strain consolidation with prefabricated vertical drains by vacuum pressure;Cao Y.;KSCE J. Civ. Eng.,2019

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