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What is Shear Strength in Reservoir Soils about?

This study investigates the effects of loading and unloading and over-consolidation ratios on the shear strength of soils in reservoir bank slopes. Through direct shear tests, it was found that increased cyclic loading enhances the internal friction angle while reducing cohesion, and higher over-consolidation ratios generally improve both friction and cohesion. The findings provide insights into the mechanical properties of soils, aiding in disaster prevention and mitigation in reservoir areas.

Author

Ahmad Choiry Fajar Part II

Language

EN