Use of Vacuum for the Stabilization of Dry Sand Slopes-Reference-Cited by-同舟云学术

Use of Vacuum for the Stabilization of Dry Sand Slopes

Published:2013-01 Issue:1 Volume:139 Page:143-151
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bate B.¹,Zhang L. M.²

Affiliation:

1. Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology (formerly Univ. of Missouri-Rolla), Rolla, MO 65409 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong.

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%29GT.1943-5606.0000731

Reference30 articles.

1. Arutiunian R. N. (1983). “Vacuum-accelerated stabilization of liquefied soils in landslide body.” Proc. 8th Eur. Conf. Soil Mech. Found. Eng.: Improve. Ground A.A. Balkema Rotterdam Netherlands 575–576.

2. Arutjunyan R. N. (1988). “Prevention of landslide slope process by vacuuming treatment of disconsolidated soils.” Proc. 5th Int. Symp. Landslides A.A. Balkema Rotterdam Netherlands 835–837.

3. Ba-Te. (2005). “Flow of air-phase in soils and its application in emergent stabilization of soil slopes.” Master of Philosophy thesis The Hong Kong Univ. of Science and Technology Hong Kong.

4. The use of the Slip Circle in the Stability Analysis of Slopes

5. Flow of air through soils;Blight G. E.;J. Soil Mech. Found. Div.,1971

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