Step Loading Compression of Ultra-Soft Soil under Radial Drainage Conditions-Reference-Cited by-同舟云学术

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Step Loading Compression of Ultra-Soft Soil under Radial Drainage Conditions

Published:2015-07-13 Issue:7 Volume:34 Page:648-658
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Bo Myint Win,Wong Kai Sin,Choa Victor,Arulrajah Arul,Horpibulsuk Suksun

Funder

Australian Research Council

Thailand Research Fund

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

http://www.tandfonline.com/doi/pdf/10.1080/1064119X.2015.1068895

Reference39 articles.

1. Characteristics of Singapore Marine Clay at Changi

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

3. Observational method of assessing improvement of marine clay

4. In-situ testing of Singapore marine clay at Changi

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1. Study on the Deformation Law of the Embankment with Alluvial Fill in the Lower Yellow River;Advances in Civil Engineering;2024-01

2. Studying the effect of partial drainage on the response of soft clays reinforced with sand column groups;Acta Geotechnica;2022-04-13

3. Deformation characteristics of soil between prefabricated vertical drains under vacuum preloading;Geotextiles and Geomembranes;2019-12

4. Effect of surcharge loading rate and mobilized load ratio on the performance of vacuum–surcharge preloading with PVDs;Geotextiles and Geomembranes;2019-04

5. The reinforcement effects of deep soft soil foundation with high degree of saturation under dynamic compaction;Advances in Mechanical Engineering;2018-06

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