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This document summarizes a study on the effect of negative pore water tension on the shear strength of clay soil. The study measured pore water suction using Whatman filter paper and measured shear strength through direct shear tests. Samples were taken from a landslide-prone area and subjected to three conditions: wetting by adding water, drying by storing in a desiccator, and wetting-drying cycles. The results showed that increasing and decreasing suction causes variation in shear strength and soil volume

Author

untuk bitco

Language

EN