Analyzing Liquefaction-Induced Lateral Spreads Using Strength Ratios-Reference-Cited by-同舟云学术

Analyzing Liquefaction-Induced Lateral Spreads Using Strength Ratios

Published:2008-08 Issue:8 Volume:134 Page:1035-1049
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Olson Scott M.¹²,Johnson Cora I.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, 2230d Newmark Civil Engineering Laboratory, 205 N. Mathews Ave., Urbana, IL 61801. E-mail: olsons@uiuc.edu

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, Urbana, IL 61801.

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%282008%29134%3A8%281035%29

Reference99 articles.

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2. Arumoli K. Muraleetharan K. K. Hossain M. M. and Fruth L. S. (1992). “VELACS-laboratory testing program—soil data report.” Project No. 90-0562 The Earth Technology Corporation.

3. Balakrishnan A. Kutter B. L. and Idriss I. M. (1998). “Remediation and apparent shear strength of lateral spreading centrifuge models.” Proc. 5th CALTRANS Seismic Research Workshop Sacramento Calif.

4. Bartlett S. F. and Youd T. L. (1992). “Empirical analysis of horizontal ground displacement generated by liquefaction-induced lateral spreads.” Technical Rep. No. NCEER-92-0021 National Center for Earthquake Engineering Research State Univ. of New York at Buffalo Buffalo N.Y.

5. Baziar M. H. Dobry R. and Elgamal A.-W. M. (1992). “Engineering evaluation of permanent ground deformations due to seismically-induced liquefaction.” Technical Rep. No. NCEER-92-0007 National Center for Earthquake Engineering Research State Univ. of New York at Buffalo Buffalo N.Y.

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