Liquefaction Potential of Recent Fills versus Natural Sands Located in High-Seismicity Regions Using Shear-Wave Velocity-Reference-Cited by-同舟云学术

Liquefaction Potential of Recent Fills versus Natural Sands Located in High-Seismicity Regions Using Shear-Wave Velocity

Published:2015-03 Issue:3 Volume:141 Page:04014112
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dobry R.¹,Abdoun T.²,Stokoe K. H.³,Moss R. E. S.⁴,Hatton M.⁵,El Ganainy H.⁶

Affiliation:

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

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

3. Jennie C. and Milton T. Graves Chair, Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712.

4. Associate Professor, Dept. of Civil and Environmental Engineering, California Polytechnic State Univ., San Luis Obispo, CA 93407.

5. Geotechnical Engineer, Haley & Aldrich, Inc., 3 Bedford Farms Dr., Bedford, NH 03110.

6. Project Engineering Associate, Paul C. Rizzo Associates, Inc., 500 Penn Center Blvd., Penn Center East, Bldg. 5, Ste. 100, Pittsburgh, PA 15235.

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.1943-5606.0001239

Reference76 articles.

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

2. Liquefaction Resistance of Soils from Shear-Wave Velocity

3. Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures

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