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Strength Deterioration Model of Lushi Swelling Rock under Wetting–Drying Cycles and Its Application in High Slopes with Rainstorm Conditions
Publisher: American Society of Civil Engineers
Abstract: To study the degree of strength parameter deterioration (DSPD) of Lushi swelling rock in the high slope area under wetting–drying cycles, 114 samples are remodeled. Wetting–drying cycle and triaxial tests are conducted to ...