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 4 模型固废适用性探究试验安排 |
| Tab.4 Research on applicability of model MSW |
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| 配置方法 | 试验
组别 | 试样种类 | σ3/kPa | mk∶mq | wor/% | | 经验法 | JY-1 | 高岭土+石英砂+草炭 | 100 | 1∶4 | 34.3 | | JY-2 | 高岭土+石英砂+草炭 | 200 | 1∶4 | 34.3 | | JY-3 | 高岭土+石英砂+草炭 | 400 | 1∶4 | 34.3 | 有机筋相
控制法 | KZ1-1 | 高岭土+石英砂+草炭 | 100 | 1∶4 | 35 | | KZ1-2 | 高岭土+石英砂+草炭 | 200 | 1∶4 | 35 | | KZ1-3 | 高岭土+石英砂+草炭 | 400 | 1∶4 | 35 | | KZ2-1 | 高岭土+石英砂+草炭 | 100 | 1∶4 | 45 | | KZ2-2 | 高岭土+石英砂+草炭 | 200 | 1∶4 | 45 | | KZ2-3 | 高岭土+石英砂+草炭 | 400 | 1∶4 | 45 |
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