Effects of Backfill Soil on Excessive Movement of MSE Wall-Reference-Cited by-同舟云学术

Effects of Backfill Soil on Excessive Movement of MSE Wall

Published:2012-12 Issue:6 Volume:26 Page:793-802
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Hossain M. S.¹,Kibria G.²,Khan M. S.²,Hossain J.²,Taufiq T.³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Texas–Arlington, 417 Yates St., NH 404, Arlington, TX 76019 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Texas–Arlington, 417 Yates St., NH 404, Arlington, TX 76019.

3. Research Scientist Assistant, Dept. of Civil Engineering, Univ. of Texas–Arlington, 416 Yates St., Suite 425, Arlington, TX 76019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000281

Reference11 articles.

1. Failure Analysis of a Bridge Embankment with Cracked Approach Slabs and Leaking Sand

2. Elias V. Christopher B. R. and Berg R. R. (2001). “Mechanically stabilized earth walls and reinforced soil slopes—Design & construction guidelines.” FHWA-NHI-00-043 Federal Highway Administration Washington DC.

3. Electric imaging and laboratory resistivity testing for geotechnical investigation of Pusan clay deposits

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