含水率梯度作用下填埋场压实黏土层开裂特性试验与机理分析1)
EXPERIMENTS ON CRACKING CHARACTERISTICS AND MECHANISM ANALYSIS OF COMPACTED CLAY LAYERS IN LANDFILLS UNDER THE ACTION OF WATER CONTENT GRADIENT1)
含水率梯度作用下填埋场压实黏土层开裂特性试验与机理分析1) |
| 刘瑞琪, 雷学文, 万勇, 刘磊 |
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EXPERIMENTS ON CRACKING CHARACTERISTICS AND MECHANISM ANALYSIS OF COMPACTED CLAY LAYERS IN LANDFILLS UNDER THE ACTION OF WATER CONTENT GRADIENT1) |
| LIU Ruiqi, LEI Xuewen, WAN Yong, LIU Lei |
| 图9 不同应力层内压实黏土的应变随深度变化($\Delta \theta_0=-20$,$k=10$) |
| Fig. 9 Variation of strain with depth in compacted clay within different stress layers ($\Delta \theta_0=-20$,$k=10$) |
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