Efficacy of Aging Correction for Liquefaction Assessment of Case Histories Recorded during the 2010 Darfield and 2011 Christchurch Earthquakes in New Zealand-Reference-Cited by-同舟云学术

Efficacy of Aging Correction for Liquefaction Assessment of Case Histories Recorded during the 2010 Darfield and 2011 Christchurch Earthquakes in New Zealand

Published:2020-08 Issue:8 Volume:146 Page:04020059
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rahimi Salman¹,Wood Clinton M.²^ORCID,Wotherspoon Liam M.³,Green Russell A.⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Arkansas, 4190 Bell Engineering Center, Fayetteville, AR 72701.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Arkansas, 4190 Bell Engineering Center, Fayetteville, AR 72701 (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand.

4. Professor, Dept. of Civil and Environmental Engineering, Virginia Tech Univ., 200 Patton Hall, Blacksburg, VA 24061.

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.1943-5606.0002294

Reference50 articles.

1. Correcting Liquefaction Resistance for Aged Sands Using Measured to Estimated Velocity Ratio

2. Andrus R. D. N. P. Mohanan P. Piratheepan B. S. Ellis and T. L. Holzer. 2007. “Predicting shear-wave velocity from cone penetration resistance.” In Proc 4th Int. Conf. on Earthquake Geotechnical Engineering. Berlin: Springer.

3. Comparing liquefaction evaluation methods using penetration-VS relationships

4. Liquefaction Resistance of Soils from Shear-Wave Velocity

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

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