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 5 固废基本特性的比较 |
Tab.5 Comparison of basic characteristics of MSW |
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固废种类 | T/a | h/m | wor/% | ww/% | γ/(kN·m−3) | e | E/MPa−1 | k/(10−6m·s−1) | 模型固废 (新鲜) | — | — | 45 | 60 | 8 | 2.5 | 3.6 | 6.1 | 模型固废 (部分降解) | — | — | 35 | 50 | 9 | 1.6 | 2.4 | 4.4 | 七子山固废 (新鲜) | 0 | 5 | 40~50 | 65 | 8.3 | 2.7 | 3.3 | 6.24 | 七子山固废 (部分降解) | 5 | 15 | 30~40 | 50 | 9.4 | 1.7 | 2.2 | 4.76 | 经验法[12] (新鲜) | — | — | — | 55 | 7 | 2.9 | 3.19 | 6.6 | 经验法[12] (部分降解) | — | — | — | 45 | 9 | 1.6 | 2.26 | 4.4 |
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