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Response of Granular Soil along Constant Stress Increment Ratio Path
Publisher: American Society of Civil Engineers
Abstract: The stress‐strain response of a granular soil along constant stress increment ratio paths is experimentally investigated for the condition of
Rate Sensitivity of Asphalt Concrete in Triaxial Compression
Publisher: American Society of Civil Engineers
Characterizing Monotonic Behavior of Pond Ash within Critical State Approach
Publisher: American Society of Civil Engineers
Abstract: The monotonic behavior of pond ash was studied experimentally and with a particular focus on evaluating the applicability of critical state soil mechanics framework in synthesizing and modeling the observed mechanical ...