Lateral Performance of Full-Scale Bridge Abutment Wall with Granular Backfill-Reference-Cited by-同舟云学术

Lateral Performance of Full-Scale Bridge Abutment Wall with Granular Backfill

Published:2009-04 Issue:4 Volume:135 Page:506-514
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lemnitzer Anne¹²³⁴⁵,Ahlberg Eric R.¹²³⁴⁵,Nigbor Robert L.¹²³⁴⁵,Shamsabadi Anoosh¹²³⁴⁵,Wallace John W.¹²³⁴⁵,Stewart Jonathan P.¹²³⁴⁵

Affiliation:

1. Ph.D. Candidate, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, 5731 Boelter Hall, Los Angeles, CA 90095 (corresponding author).

2. Engineer, Exponent, 320 Goddard, Ste. 200, Irvine, CA 92618.

3. Researcher, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, 6679 Boelter Hall, Los Angeles, CA 90095.

4. Senior Bridge Engineer, Office of Earthquake Engineering, California Dept. of Transportation, 1801 30th St., Sacramento, CA 95816.

5. Professor, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, 5731 Boelter Hall, Los Angeles, CA 90095.

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%282009%29135%3A4%28506%29

Reference23 articles.

1. Bozorgzadeh A. Ashford S. A. and Restrepo J. I. (2006). “Effect of backfill soil type on stiffness and ultimate capacity of bridge abutments: Large-scale tests.” Proc. 5th National Seismic Conf. on Bridges and Highways Paper No. B01.

2. Brinch Hansen J. (1966). “Resistance of a rectangular anchor slab.” Bull. No. 21 Danish Geotechnical Institute Copenhagen 12–13.

3. California Dept. of Transportation (CALTRANS). (2006). “Seismic design criteria ver. 1.4.” CALTRANS Division of Engineering Services Office of Structure Design Sacramento Calif.

4. Passive Earth Pressure Mobilization during Cyclic Loading

5. Coulomb C. A. (1776). “Essai sur une application des regles des maximis et minimis a quelques problemes des statique relatifs a l’architecture.” Mem. Acad. Sci. Inst. Fr.MEAFA70368-9263

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