Effect of the Interaction of Fines and Granular Particles on Cyclic Liquefaction Resistance Using the Equivalent Granular Void Ratio and Capacity Energy Approach
Author:
Affiliation:
1. Professor, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran 16846-13114, Iran (corresponding author).
2. School of Civil Engineering, Iran Univ. of Science and Technology, Tehran 16846-13114, Iran. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Link
https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8885
Reference40 articles.
1. ASTM. 2000. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254. West Conshohocken, PA: ASTM.
2. ASTM. 2006. Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM D4253. West Conshohocken, PA: ASTM.
3. ASTM. 2007. Standard test method for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)). ASTM D1557. West Conshohocken, PA: ASTM.
4. Energy-based evaluation of liquefaction potential under non-uniform cyclic loading
5. Earthquake Demand Energy Attenuation Model for Liquefaction Potential Assessment
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