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RISRowe’s Stress-Dilatancy Theory for Hydrate-Bearing Sand
Publisher: American Society of Civil Engineers
Discussion of “Evaluation of Undrained Shear Strength Using Full-Flow Penetrometers” by Jason T. DeJong, Nicholas J. Yafrate, and Don J. DeGroot
Publisher: American Society of Civil Engineers
Enhanced Strain-Softening Model from Cyclic Full-Flow Penetration Tests
Publisher: American Society of Civil Engineers
Abstract: This paper presents a systematic approach for relating fundamental (soil element) strength-degradation models with cyclic full-flow penetration tests. The approach is then employed to enhance the commonly-used exponential ...
Enhanced Strain-Softening Model from Cyclic Full-Flow Penetration Tests
Publisher: American Society of Civil Engineers
Abstract: This paper presents a systematic approach for relating fundamental (soil element) strength-degradation models with cyclic full-flow penetration tests. The approach is then employed to enhance the commonly-used exponential ...
Analytical–Empirical Approach for Estimating Kinematic-Response Relationships between Hydrate-Bearing Soils and Standard Soils
Publisher: ASCE
Abstract: Methane hydrate within a soil pore space may significantly modify the mechanical behavior of the sediment. Previous studies have shown that the influence of hydrate on methane-hydrate-bearing sediments (MHBS) is dilative ...
Strain-Softening Model for Hydrate-Bearing Sands
Publisher: American Society of Civil Engineers
Abstract: The extraction of methane gas from hydrate-bearing sediments has garnered increasing global interest in recent years. Understanding the sediment response to potential production scenarios is vital for both accurate reservoir ...