Centrifugal test of a road embankment built after new dredger fill on thick marine clay-Reference-Cited by-同舟云学术

Centrifugal test of a road embankment built after new dredger fill on thick marine clay

Published:2019-02-14 Issue:1 Volume:38 Page:114-121
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Liang Fayun¹,Zhao Mingyi¹,Qin Chengrui¹,Jia Yajie¹,Wang Zhongwei²,Yue Guiping²

Affiliation:

1. Department of Geotechnical Engineering, Tongji University, Shanghai, China;

2. Shanghai Municipal Engineering Design Institute (Group) Co., Ltd, Shanghai, China

Funder

National Key R&D Program of China

Shanghai Municipal Engineering Design Institute (Group) Co., Ltd

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2018.1559900

Reference10 articles.

1. Centrifugal and Numerical Modeling of a Reinforced Lime-Stabilized Soil Embankment on Soft Clay with Wick Drains

2. Three stages in the history of land reclamation in the Netherlands

3. Lu, G. S. 2006. Centrifuge Experiment to Improve Soft Foundation through Plastic Wick Drain. Journal of Southwest University of Science and Technology (Natural Science Edition), 21(4), 42–46. doi: 10.3969/j.issn.1671-8755.2006.04.009.

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