Seismic Analysis of Segmental Retaining Walls. I: Model Verification

Author:

Helwany Sam M. B.123,Budhu M.123,McCallen David123

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg. and Mech., Univ. of Wisconsin-Milwaukee, P.O. Box 784, Milwaukee, WI 53201. E-mail: helwany@ uwm.edu

2. Prof., Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ 85721. E-mail: budhu@u.arizona.edu

3. Dir., Center of Complex Distributed Systems, Lawrence Livermore Nat. Lab., L-126, Livermore, CA 94550. E-mail: mccallen2@llnl.gov

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference32 articles.

1. American Association of State Highway Transportation Officials (AASHTO). ( 1996). Standard specifications for highway bridges 16th Ed. Washington D.C.

2. Bachus R. C. Fragaszy R. J. Jaber M. Olen K. L. Yuan Z. and Jewell R. ( 1993). “Dynamic response of reinforced soil systems.” Rep. ES L-TR-92-47 Vols. 1 and 2 Engrg. Res. Div. U.S. Department of the Air Force Civil Engineering Support Agency Tyndall AFB Fla.

3. Bathurst R. J. and Cai Z. ( 1995). “Pseudo-static seismic analysis of geosynthetic-reinforced segmental retaining walls.” Geosynthetics Int. 2(5) 787–830.

4. Bathurst R. J. and Hatami K. ( 1998). “Seismic response analysis of a geosynthetic reinforced soil retaining wall.” Geosynthetics Int. 5(1-2) 127–166.

5. Cai Z. and Bathurst R. J. ( 1995). “Seismic response analysis of geosynthetic reinforced soil segmental retaining walls by finite element method.” Comp. and Geotechnics 17(4) 523–546.

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