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 16 连续加载下破坏、间歇加载下稳定的试样在各加载阶段的累积塑性应变（wopt=11.80%，σ3=60 kPa，σd=120 kPa） |
| Fig.16 Cumulative plastic strain of samples which was failed under continuous loading but stable under intermittent loading at each loading stage (wopt=11.80%，σ3=60 kPa，σd=120 kPa) |
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