固废应变硬化机理与超重力模拟适用性
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孟嘉,李俊超,陈云敏
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Strain-hardening mechanism and applicability in hypergravity simulation of municipal solid waste
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Jia MENG,Jun-chao LI,Yun-min CHEN
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| 表 3 有机质筋相的作用分析 |
| Tab.3 Analysis of role of organic phase |
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试验
组别 | 试样种类 | σ3/kPa | mk∶mq
| wor/% | | JX1-1 | 石英砂+高岭土 | 100 | 1∶4 | 0 | | JX1-2 | 石英砂+高岭土 | 200 | 1∶4 | 0 | | JX1-3 | 石英砂+高岭土 | 400 | 1∶4 | 0 | | JX2-1 | 高岭土+石英砂+塑料筋相 | 100 | 1∶4 | 3 | | JX2-2 | 高岭土+石英砂+塑料筋相 | 200 | 1∶4 | 3 | | JX2-3 | 高岭土+石英砂+塑料筋相 | 400 | 1∶4 | 3 | | JX3-1 | 高岭土+石英砂+草炭 | 100 | 1∶4 | 3 | | JX3-2 | 高岭土+石英砂+草炭 | 200 | 1:4 | 3 | | JX3-3 | 高岭土+石英砂+草炭 | 400 | 1∶4 | 3 | | JX4-1 | 高岭土+石英砂+塑料筋相 | 200 | 1∶4 | 7 | | JX4-2 | 高岭土+石英砂+塑料筋相 | 200 | 1∶4 | 10 | | JX5-1 | 高岭土+石英砂+草炭 | 200 | 1∶4 | 7 | | JX5-2 | 高岭土+石英砂+草炭 | 200 | 1∶4 | 10 |
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