Two Case Histories Demonstrating the Effect of Past Earthquakes on Liquefaction Resistance of Silty Sand-Reference-Cited by-同舟云学术

Two Case Histories Demonstrating the Effect of Past Earthquakes on Liquefaction Resistance of Silty Sand

Published:2017-06 Issue:6 Volume:143 Page:04017009
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

El-Sekelly W.¹,Dobry R.²,Abdoun T.³,Steidl J. H.⁴

Affiliation:

1. Lecturer, Mansoura Univ., Mansoura, Dakahlia Governorate 35516, Egypt (corresponding author).

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

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

4. Research Seismologist, Earth Research Institute, UC Santa Barbara, 6710 Ellison Hall, Santa Barbara, CA 93106-1100.

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.1943-5606.0001654

Reference91 articles.

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

2. Anderson D. G. and Stokoe K. H. (1978). “Shear modulus: A time-dependent soil property.” ASTM STP 654:66-90 ASTM Baltimore.

3. Liquefaction Resistance of Soils from Shear-Wave Velocity

4. Andrus R. D. Stokoe K. H. Chung R. M. and Juang C. H. (2003). “Guidelines for evaluating liquefaction resistance using shear wave velocity measurement and simplified procedures.” U.S. Dept. of Commerce Materials and Construction Research Division Gaithersburg MD.

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

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