Effect of unsaturated soil suction on the stability safety coefficient of soil slope 非飽和土吸力對邊坡穩(wěn)定性安全系數(shù)的影響
As soil suction increasing , c1 increased and cs decreased , then k decreased 土壤質(zhì)地不同,固、液相離子量的變化幅度不同。
Soil suction force 土壤抽吸力
Variation of the soil suction of unsaturated soil slope under alternative action of infiltration and evaporation is studied taking a filled road slope and an excavated one as examples 將公路填方和挖方路基邊坡作為典型算例,研究了入滲、蒸發(fā)交替作用下非飽和土邊坡內(nèi)吸力的變化。