Simple Method of Modeling PVD-Improved Subsoil-Reference-Cited by-同舟云学术

Simple Method of Modeling PVD-Improved Subsoil

Published:2001-11 Issue:11 Volume:127 Page:965-972
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chai Jin-Chun¹²³⁴,Shen Shui-Long¹²³⁴,Miura Norihiko¹²³⁴,Bergado Dennes T.¹²³⁴

Affiliation:

1. Assoc. Prof., Inst. of Lowland Technol., Saga Univ., 1 Honjo, Saga 840-8502, Japan.

2. Lect., Inst. of Lowland Technol., Saga Univ., 1 Honjo, Saga 840-8502, Japan.

3. Prof., Dept. of Civ. Engrg., Saga Univ., 1 Honjo, Saga 840-8502, Japan.

4. Prof., School of Civ. Engrg., Asian Inst. of Technol., P.O. Box 4, Klong Luang, Pathumthani, 12120 Thailand.

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%282001%29127%3A11%28965%29

Reference18 articles.

1. Barron R. A. ( 1948). “Consolidation of fine-grained soils by drain wells.” Trans. ASCE 113 718–742.

2. Bergado D. T. Balasubramaniam A. S. Fannin R. J. Anderson L. R. and Holtz R. D. ( 1997). “Full scale field test of prefabricated vertical drain (PVD) on soft Bangkok clay and subsiding environment.” Proc. Ground Improvement Reinforcement and Treatment Devel. 1987 to 1997 Geo-Logan 1997 Spec. Publ. No. 69 ASCE New York 372–393.

3. Biot M. A. ( 1941). “General theory of three dimensional consolidation.” J. Appl. Phys. 12 155–164.

4. Carrillo N. ( 1942). “Simple two and three dimensional cases in the theory of consolidation of soils.” J. Math. Phys. 21 1–5.

5. Chai J. C. ( 2001). “Linear ln( e + e c ) ∼ ln( p ′) relation of structured natural clay.” Proc. 15th Int. Conf. on Soil Mech. and Geotech. Engrg. Vol. 1 Balkema Rotterdam The Netherlands.

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