Improved Vacuum Preloading Method Combined with Sand Sandwich Structure for Consolidation of Dredged Clay-Slurry Fill and Original Marine Soft Clay-Reference-Cited by-同舟云学术

Improved Vacuum Preloading Method Combined with Sand Sandwich Structure for Consolidation of Dredged Clay-Slurry Fill and Original Marine Soft Clay

Published:2021-10 Issue:10 Volume:21 Page:04021182
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Mingdong¹,Chen Qingsheng²,Wen Kejun³,Nimbalkar Sanjay⁴,Dai Renhui⁵

Affiliation:

1. Professor, School of Civil Engineering and Architecture, East China Univ. of Technology, Nanchang 330013, China.

2. Professor, Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering, East China Jiaotong Univ., Nanchang 330000, China (corresponding author).

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Jackson State Univ., Jackson, MS 39232.

4. Senior Lecturer, School of Civil and Environmental Engineering, Univ. of Technology Sydney, PO Box 123, Broadway, Sydney, NSW 2007, Australia.

5. Assistant, School of Civil Engineering and Architecture, Guangdong Ocean Univ. Cunjin College, Zhanjiang 524086, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002123

Reference30 articles.

1. Piezometer measurements of prefabricated vertical drain improvement of soft soils under land reclamation fill

2. Laboratory performance tests on natural prefabricated vertical drains in marine clay

3. Quality management of prefabricated vertical drain materials in mega land reclamation projects: A case study

4. Experimental tests on effect of deformed prefabricated vertical drains in dredged soil on consolidation via vacuum preloading

5. Effect of Clogging on Large Strain Consolidation with Prefabricated Vertical Drains by Vacuum Pressure

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