Recommended b-Value for Computing Number of Equivalent Stress Cycles and Magnitude Scaling Factors for Simplified Liquefaction Triggering Evaluation Procedures-Reference-Cited by-同舟云学术

Recommended b-Value for Computing Number of Equivalent Stress Cycles and Magnitude Scaling Factors for Simplified Liquefaction Triggering Evaluation Procedures

Published:2022-12 Issue:12 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ulmer K. J.¹^ORCID,Green R. A.²^ORCID,Rodriguez-Marek A.³^ORCID

Affiliation:

1. Research Engineer, Geoscience and Engineering Dept., Southwest Research Institute, San Antonio, TX 78238. ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061 (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002926

Reference39 articles.

1. Magnitude Scaling Factors for Soil Liquefaction Evaluations

2. Magnitude scaling factors in liquefaction triggering procedures

3. Liquefaction Of Sand under Bidirectional Monotonic and Cyclic Loading

4. Casagrande, A. 1976. Liquefaction and cyclic deformation of sands: A critical review. Harvard soil mechanics series No. 88. Boston: Harvard Univ.

5. Darendeli M. B. 2001. “Development of a new family of normalized modulus reduction and material damping curves.” Ph.D. dissertation Dept. of Civil Architectural and Environmental Engineering Univ. of Texas at Austin.

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