Passive Earth Pressure of Overconsolidated Cohesionless Backfill-Reference-Cited by-同舟云学术

Passive Earth Pressure of Overconsolidated Cohesionless Backfill

Published:2005-08 Issue:8 Volume:131 Page:978-986
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hanna Adel¹²,Al Khoury Imad¹²

Affiliation:

1. Professor, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., 1455 DeMaisonneuve Blvd., W. Montreal, Quebec, Canada H3G 1M8 (corresponding author).

2. Research Associate, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., 1455 DeMaisonneuve Blvd., W. Montreal, Quebec, Canada H3G 1M8.

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%3A8%28978%29

Reference12 articles.

1. Diab R. (1994). “Numerical modeling of passive earth pressure for normally and overconsolidated sands.” MASc thesis Concordia Univ. Montréal.

2. Effects of K0 and Overconsolidation on Uplift Capacity

3. Shaft Resistance of Single Vertical and Batter Piles Driven in Sand

4. Effect of compaction duration on the induced stress levels in a laboratory prepared sand bed;Hanna A. M.;Geotech. Eng.,2001

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