Ground Deformation Induced by Vacuum Consolidation-Reference-Cited by-同舟云学术

Ground Deformation Induced by Vacuum Consolidation

Published:2005-12 Issue:12 Volume:131 Page:1552-1561
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chai J. C.¹²³,Carter J. P.¹²³,Hayashi S.¹²³

Affiliation:

1. Associate Professor, Institute of Lowland Technology, Saga Univ., 1 Honjo, Saga 840-8502, Japan.

2. Challis Professor, Dept. of Civil Engineering, The Univ. of Sydney, New South Wales 2006, Australia.

3. Professor, Institute of Lowland Technology, Saga Univ., 1 Honjo, Saga 840-8502, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A12%281552%29

Reference7 articles.

1. PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading;Bergado D. T.;Geotech. Eng.,1998

2. Chai J. C. Hayashi S. and Carter J. P. (2005). “Characteristics of vacuum consolidation.” Proc. 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering Int. Society for Soil Mechanics and Geotechnical Engineering and the Japanese Geotechnical Society Osaka Japan.

3. Soil improvement by the vacuum preloading method for an oil storage station

4. Ko-OCR relationships in soils;Mayne P. W.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1982

5. Vacuum and surcharge combined one-dimensional consolidation of clay soils

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