Centrifuge and Large-Scale Modeling of Seismic Pore Pressures in Sands: Cyclic Strain Interpretation-Reference-Cited by-同舟云学术

Centrifuge and Large-Scale Modeling of Seismic Pore Pressures in Sands: Cyclic Strain Interpretation

Published:2013-08 Issue:8 Volume:139 Page:1215-1234
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Abdoun T.¹,Gonzalez M. A.²,Thevanayagam S.³,Dobry R.⁴,Elgamal A.⁵,Zeghal M.⁶,Mercado V. M.⁷,El Shamy U.⁸

Affiliation:

1. Iovino Chair Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 110 8th St., JEC 4049, Troy, NY 12180 (corresponding author).

2. Project Vicepresidency, Corporacion del Cobre, Alameda 1442, Building Santiago Downtown, Torre 2, Piso 8, Santiago, Chile.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. at Buffalo, 212 Ketter Hall, Buffalo, NY 14260.

4. Institute Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 110 8th St., JEC 4049, Troy, NY 12180.

5. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, MC-0085, La Jolla, CA 92093.

6. Associate Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 100 8th St., JEC 4049, Troy, NY 12180.

7. Postdoctoral Research Assistant, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 110 8th St., Troy, NY 12180.

8. Assistant Professor, Dept. of Environmental and Civil Engineering, Southern Methodist Univ., P.O. Box 750340, Dallas, TX 75275-0340.

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%29GT.1943-5606.0000821

Reference46 articles.

1. Liquefaction Resistance of Soils from Shear-Wave Velocity

2. Bethapudi R. (2008). “Liquefaction induced lateral spreading in large-scale shake testing.” M.S. thesis Dept. of Civil Structural and Environmental Engineering Univ. at Buffalo Buffalo NY.

3. Cyclic Large Strain and Induced Pore Pressure Models for Saturated Clean Sands

4. In Situ Pore-Pressure Generation Behavior of Liquefiable Sand

5. Pore Pressure Buildup in Resonant Column Tests

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