Stability of Long Trenches in Sand Supported by Bentonite-Water Slurry-Reference-Cited by-同舟云学术

Stability of Long Trenches in Sand Supported by Bentonite-Water Slurry

Published:2004-09 Issue:9 Volume:130 Page:915-921
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Filz George M.¹,Adams Tiffany²,Davidson Richard R.³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061.

2. Project Geotechnical Engineer, PanGeo, Inc., 3414 NE 55th St., Seattle, WA 98105.

3. Senior Principal and Director, Geo-Engineering Technology, URS Corporation, 8181 East Tufts Ave., Denver, CO 80237.

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%282004%29130%3A9%28915%29

Reference26 articles.

1. The Slurry Trench Cut-off for the Duncan Dam

2. An Experimental Investigation of the Stability of Slurry Trenches

3. Farkas J. (1971). “Stability of slurry trench walls.” Proc. 4th Budapest Conf. on Soil Mechanics Akademiai Kiado Budapest 397–403.

4. Filz G. M. Boyer R. D. and Davidson R. R. (1997). “Bentonite-water slurry rheology and cutoff wall trench stability.” Proc. In Situ Remediation of the Geoenvironment GSP 71 ASCE Reston Va. 139–153.

5. Application of slurry walls in civil engineering.;Gill S. A.;J. Constr. Div., Am. Soc. Civ. Eng.,1980

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