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Experimental Study on Mechanical Properties of Structured Clay under Different Unloading Rates and Unloading Stress Paths

Consolidated undrained triaxial shear tests were performed on undisturbed saturated structured clay at three unloading rates (0.1, 0.25, and 2.5 kPa/min) using a GDS triaxial system to determine the effects of different unloading rates and unloading stress paths on the stress–strain relationship, po...

Бүрэн тодорхойлолт

-д хадгалсан:
Номзүйн дэлгэрэнгүй
Үндсэн зохиолчид: Lu Li, Meng Zang, Rongtang Zhang, Haijun Lu
Формат: Artigo
Хэл сонгох:Inglês
Хэвлэсэн: MDPI AG 2023-06-01
Цуврал:Buildings
Нөхцлүүд:
Онлайн хандалт:https://www.mdpi.com/2075-5309/13/6/1544
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