Surcharge loading rate for minimizing lateral displacement of PVD improved deposit with vacuum pressure-Reference-Cited by-同舟云学术

Surcharge loading rate for minimizing lateral displacement of PVD improved deposit with vacuum pressure

Published:2015-11 Issue:6 Volume:43 Page:558-566
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Chai Jinchun,Rondonuwu Steeva Gaily

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference19 articles.

1. Enhancement of efficiency of prefabricated vertical drains using surcharge, vacuum and heat preloading;Artidteang;Geosynth. Int.,2011

2. PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading;Bergado;Geotech. Eng. Southeast Asian Geotech. Soc.,1998

3. Ground deformation induced by vacuum consolidation;Chai;J. Geotechn. Geoenviron. Eng. ASCE,2005

4. Vacuum Consolidation Induced Deformation under Odometer Condition;Chai,2011

5. Anisotropic consolidation behavior of Ariake clay from three different CRS tests;Chai;Geotech. Test. J. ASTM,2012

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