Physicochemical effects of pore fluid on the dynamic behavior of reconstituted marine clay
Author:
Affiliation:
1. Department of Civil Engineering, Institute of Technical Education and Research (ITER), SOA University, Odisha, India
2. Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2022.2104186
Reference53 articles.
1. American Society for Testing and Materials D3999-91. 2003. Standard Test Methods for the Determination of the Modulus and Damping Properties of Soils using the Cyclic Triaxial Apparatus. USA: ASTM International.
2. American Society for Testing and Materials D4318-05. 2005. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soil.
3. American Society for Testing and Materials D4767-11. 2020. Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils.
4. Triaxial Behavior of Kaolinite in Different Pore Fluids
5. Pore Pressure : Stress Ratio Relationship for Soft Bangkok Clay
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