间歇性循环荷载作用下细粒土的变形特性
李亚峰,聂如松,冷伍明,程龙虎,梅慧浩,董俊利

Deformation characteristics of fine-grained soil under cyclic dynamic loading with intermittence
Ya-feng LI,Ru-song NIE,Wu-ming LENG,Long-hu CHENG,Hui-hao MEI,Jun-li DONG
图 11 间歇加载条件下不同水的质量分数试样的应变(σ3=30 kPa,σd=90 kPa)
Fig.11 Sample deformation with different water mass fractions under intermittent loading(σ3=30 kPa,σd=90 kPa)