Mechanics of Lateral Spreading Observed in a Full-Scale Shake Test-Reference-Cited by-同舟云学术

Mechanics of Lateral Spreading Observed in a Full-Scale Shake Test

Published:2011-02 Issue:2 Volume:137 Page:115-129
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dobry R.¹²³⁴⁵,Thevanayagam S.¹²³⁴⁵,Medina C.¹²³⁴⁵,Bethapudi R.¹²³⁴⁵,Elgamal A.¹²³⁴⁵,Bennett V.¹²³⁴⁵,Abdoun T.¹²³⁴⁵,Zeghal M.¹²³⁴⁵,El Shamy U.¹²³⁴⁵,Mercado V. M.¹²³⁴⁵

Affiliation:

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

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

3. Geotechnical Engineer, BGC Engineering Inc., Suite 500-1045 Howe St., Vancouver, BC, Canada, V6Z 2A9.

4. Staff Geotechnical Engineer, CH2M Hill Inc., Suite 800, 6 Hutton Center Dr., Santa Ana, CA 92707.

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

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.1943-5606.0000409

Reference56 articles.

1. Abdoun T. Bennett V. Dobry R. Thevanayagam S. and Danisch L. (2008). “Full-scale laboratory tests using a shape-acceleration array system.” Proc. 4th Decennial Geotechnical Earthquake Engineering and Soil Dynamics Conf. (GSP 181) ASCE Reston Va.

2. Pile Response to Lateral Spreads: Centrifuge Modeling

3. Undrained Monotonic and Cyclic Strength of Sands

4. Liquefaction Resistance of Soils from Shear-Wave Velocity

5. Residual Strength and Large-Deformation Potential of Loose Silty Sands

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