Reinforcement Effect of the Stepped-Alternating Vacuum Preloading Method on Dredged Fills-Reference-Cited by-同舟云学术

Reinforcement Effect of the Stepped-Alternating Vacuum Preloading Method on Dredged Fills

Published:2024-02 Issue:2 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lei Huayang¹,Toma Abrham²,Bo Yu²,Wang Lei²,Wu Huaibo³^ORCID

Affiliation:

1. Dept. of Civil Engineering, Tianjin Univ., Tianjin 300350, China; Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin Univ., Tianjin 300350, China (corresponding author).

2. Dept. of Civil Engineering, Tianjin Univ., Tianjin 300350, China.

3. Tianjin Beiyang Water Transport and Hydraulic Survey and Design Institute Co., Ltd., Tianjin 300452, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8922

Reference22 articles.

1. PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading;Bergado D.;Geotech. Eng. J.,1998

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

3. Vacuum consolidation and its combination with embankment loading

4. Deformation Analysis in Soft Ground Improvement

5. Investigation of Factors Affecting Vertical Drain Behavior

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