Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level-Reference-Cited by-同舟云学术

Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level

Published:2023-08 Issue:8 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kim Hyeong-Joo¹,Dinoy Peter Rey²^ORCID,Kim Hyeong-Soo³,Park Tae-Woong⁴,Jeong Young-Soung⁵

Affiliation:

1. Professor, Dept. of Civil Engineering, Kunsan National Univ., Gunsan 54150, Republic of Korea.

2. Researcher, Dept. of Civil and Environmental Engineering, Renewable Energy Research Institute, Kunsan National Univ., Gunsan 54150, Republic of Korea (corresponding author). ORCID: .

3. Researcher, Dept. of Civil and Environmental Engineering, Kunsan National Univ., Gunsan 54150, Republic of Korea.

4. Research Professor, Renewable Energy Research Institute, Kunsan National Univ., Gunsan 54150, Republic of Korea.

5. Engineer, Dept. of Civil and Environmental Engineering, Kunsan National Univ., Gunsan 54150, Republic of Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11447

Reference30 articles.

1. Andrus R. D. and K. H. Stokoe. 1997. “Liquefaction resistance based on shear wave velocity.” In Proc. NCEER Workshop on Evaluation of Liquefaction Resistance of Soils 89–128. Bufallo NY: National Center for Earthquake Engineering Research.

2. Beaty M. H. and P. M. Byrne. 2011. “UBCSAND constitutive model version 904aR.” Accessed February 1 2011. https://bouassidageotechnics.files.wordpress.com/2016/12/ubcsand_udm_documentation.pdf.

3. High Overburden Stress Effects in Liquefaction Analyses

4. Boulanger R. W. and I. M. Idriss. 2004. “State normalization of penetration resistances and the effect of overburden stress on liquefaction resistance.” In Vol. 2 of Proc. 11th Int. Conf. on Soil Dynamics and Earthquake Engineering and 3rd Int. Conf. on Earthquake Geotechnical Engineering 484–491. Singapore: Stallion Press.

5. Castro G. 1969. “Liquefaction of sands.” Ph.D. thesis Dept. of Engineering and Applied Physics Harvard Univ.