间歇性循环荷载作用下细粒土的变形特性
Deformation characteristics of fine-grained soil under cyclic dynamic loading with intermittence
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 |
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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 15 连续和间歇加载下皆稳定的试样在各加载阶段的累积塑性应变（wsat=19.75%，σ3=30 kPa，σd=30 kPa） |
| Fig.15 Cumulative plastic strain of samples which were stable under continuous and intermittent loading at each loading stage（wsat=19.75%，σ3=30 kPa，σd=30 kPa） |
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