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The paper investigates the strength and deformation behavior of soft Bangkok clay using two experimental techniques: Recompression and SHANSEP during undrained triaxial tests. Results indicate that Recompression tests yield higher undrained shear strength compared to SHANSEP tests, suggesting potential destructuring of soil in the latter due to significant vertical deformation. The study provides insights into the stress-strain-strength characteristics of soft Bangkok clay, which are critical for geotechnic

Author

Amnart Rittirong

Language

EN