Newly developed technique and analysis solution to accelerate consolidation of ultrasoft soil-Reference-Cited by-同舟云学术

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Newly developed technique and analysis solution to accelerate consolidation of ultrasoft soil

Published:2015-12-17 Issue:2 Volume:35 Page:292-299
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Geng Chen,Yonghui Chen,Jiangwei Shi,Long Chen

Funder

Zhejiang (China) Department of Transportation Science and Technology Project

China MWR nonprofit research project

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

http://www.tandfonline.com/doi/pdf/10.1080/1064119X.2015.1126772

Reference22 articles.

1. Assessment of Marine Clay Improvement Under Reclamation Fills by in-situ Testing Methods

2. Piezometer measurements of prefabricated vertical drain improvement of soft soils under land reclamation fill

3. The hydraulic conductivity of Singapore Marine Clay at Changi

4. Laboratory Validation of Ultra-Soft Soil Deformation Model

5. Simple Two and Three Dimensional Case in the Theory of Consolidation of Soils

Cited by 9 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A settlement prediction model for shallow dredger fill improved by vacuum preloading;Marine Georesources & Geotechnology;2023-05-02

2. Application of artificial solidified crust – PVDs method in ground improvement: A case study;Transportation Geotechnics;2023-03

3. Improved calculation method for consolidation of dredger fill treatment using prefabricated vertical-horizontal drains;Marine Georesources & Geotechnology;2022-07-20

4. Full scale consolidation test on ultra-soft soil improved by prefabricated vertical drains in MAE MOH mine, Thailand;Geotextiles and Geomembranes;2021-02

5. Consolidation behavior of dredged ultra-soft soil improved with prefabricated vertical drain at the Mae Moh mine, Thailand;Geotextiles and Geomembranes;2020-08

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