Dredged Clay Treatment Consolidation Theory by Air-Booster Vacuum Preloading-Reference-Cited by-同舟云学术

Dredged Clay Treatment Consolidation Theory by Air-Booster Vacuum Preloading

Published:2024-05 Issue:5 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liu Jingjin¹,Luo Xuesi²,Lei Huayang³,Zheng Gang⁴,Luo Haopeng²,Jin Yawei⁵

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300350, China; Senior Engineer, Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin Univ., Tianjin 300350, China.

2. Master’s Candidate, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300350, China.

3. Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300350, China; Professor, Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin Univ., Tianjin 300350, China; Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300350, China (corresponding author).

4. Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300350, China; Professor, Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin Univ., Tianjin 300350, China; Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300350, China.

5. Engineer, Jiangsu Xintai Geotechnical Technology Co. Ltd., 151 Qiting Development District, Yixing, Jiangsu 214000, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11918

Reference26 articles.

1. Effects of pressurizing timing on air booster vacuum consolidation of dredged slurry

2. Consolidation of Fine-Grained Soils by Drain Wells by Drain Wells

3. The Radial Consolidation of Clay Soils

4. New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata

5. Ground Deformation Induced by Vacuum Consolidation