Performance of deep soft ground improved by straight-line vacuum combined with surcharge preloading: Case study-Reference-Cited by-同舟云学术

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Performance of deep soft ground improved by straight-line vacuum combined with surcharge preloading: Case study

Published:2024-08-27 Issue: Volume: Page:1-12
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Yuan Wei¹²^ORCID,Su Yinqiang³,Ying Zi¹²,Deng Yongfeng¹²,Yang Qian¹²,Chen Sheng⁴

Affiliation:

1. Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, China

2. Jiangsu Key Laboratory of Low Carbon and SustainableGeotechnical Engineering, Nanjing, China

3. Zhuhai Communication Group, Zhuhai, China

4. Northwest Research Institute Co., Ltd of C.R.E.C., Lanzhou, China

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2391879

Reference52 articles.

1. Observational Procedure of Settlement Prediction

2. Vacuum-PVD Improvement: a Case Study of the Second Improvement of Soft Bangkok Clay on the Subsiding Ground

3. Effects of biochar on the compressibility of soil with high water content

4. Observed Performance of Highway Embankment over Soft Marine Clay: A Case Study in Wenzhou, China

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

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