Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study-Reference-Cited by-同舟云学术

Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study

Published:2023-03-20 Issue: Volume: Page:1-14
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Feng Shuangxi¹²,Bai Weiwei³,Lei Huayang¹²⁴,Song Xugen³,Liu Wei³,Cheng Xuesong¹⁴

Affiliation:

1. Department of Civil Engineering, Tianjin University, Tianjin, China

2. Key Laboratory of Comprehensive Simulation of Engineering Earthquake and Urban-Rural Seismic Resilience, China Earthquake Administration, Tianjin, China

3. China Railway Siyuan Survey and Design Group Co., Ltd, China

4. Key Laboratory of Coast Civil Structure Safety of the Ministry of Education, Tianjin University, Tianjin, China

Funder

National Natural Science Foundation of China

Tianjin Natural Science Foundation Youth Program

China Postdoctoral Science Fund

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2185843

Reference37 articles.

1. Experimental studies on soft marine clay under combined vacuum and surcharge preloading with PVD

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

3. Ground Deformation Induced by Vacuum Consolidation

4. Soil improvement by the vacuum preloading method for an oil storage station

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