Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. II: Additional Interpretation-Reference-Cited by-同舟云学术

Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. II: Additional Interpretation

Published:2020-09 Issue:9 Volume:146 Page:04020089
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Abdoun T.¹,Ni M.²,Dobry R.³,Zehtab K.⁴,Marr A.⁵,El-Sekelly W.⁶^ORCID

Affiliation:

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

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

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

4. R&D Engineering Manager, Geocomp, 125 Nagog Park, Acton, MA 01720.

5. Chief Executive Officer, Geocomp and GeoTesting Express, 125 Nagog Park, Acton, MA 01720.

6. Lecturer, Dept. of Structural Engineering, Mansoura Univ., Mansoura 35516, Egypt; Research Scientist, New York Univ. Abu Dhabi, P.O. Box 129188, Abu Dhabi, United Arab Emirates (corresponding author). ORCID: .

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.1943-5606.0002302

Reference31 articles.

1. High Overburden Stress Effects in Liquefaction Analyses

2. Boulanger R. W. and I. M. Idriss. 2004. “State normalization of penetration resistance and the effect of overburden stress on liquefaction resistance.” In Proc. 11th Int. Conf. on Soil Dynamics and Earthquake Engineering and 3rd Int. Conf. on Earthquake Geotechnical Engineering. Berkeley CA: Univ. of California.

3. Probabilistic Standard Penetration Test–Based Liquefaction–Triggering Procedure

4. Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

5. Chian S. C. 2015. “Empirical excess pore pressure dissipation model for liquefiable sands.” In Proc. 6th Int. Conf. on Earthquake Geotechnical Engineering. Wellington New Zealand: New Zealand Geotechnical Society.

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