膨胀土流态固化改性试验与配合比研究
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杜建彪,罗强,蒋良潍,曹子奇,王腾飞,张良
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Fluidized solidification modification tests on expansive soil and its mixing proportions study
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Jianbiao DU,Qiang LUO,Liangwei JIANG,Ziqi CAO,Tengfei WANG,Liang ZHANG
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| 表 2 流态固化土的无侧限抗压强度 |
| Tab.2 Unconfined compressive strength of fluidized solidified soil |
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| C/% | W/% | qu/MPa | | S=6% | S=8% | S=10% | S=12% | S=14% | | 18 | 70 | 0.64 | 0.67 | 0.73 | 0.72 | 0.66 | | 75 | 0.54 | 0.58 | 0.62 | 0.60 | 0.56 | | 80 | 0.43 | 0.47 | 0.50 | 0.48 | 0.44 | | 85 | 0.30 | 0.33 | 0.38 | 0.35 | 0.31 | | 21 | 70 | 0.78 | 0.83 | 0.88 | 0.87 | 0.81 | | 75 | 0.67 | 0.72 | 0.76 | 0.73 | 0.70 | | 80 | 0.53 | 0.58 | 0.61 | 0.58 | 0.56 | | 85 | 0.36 | 0.40 | 0.45 | 0.41 | 0.41 | | 24 | 70 | 0.90 | 0.98 | 1.03 | 1.00 | 0.96 | | 75 | 0.76 | 0.81 | 0.87 | 0.85 | 0.82 | | 80 | 0.65 | 0.66 | 0.71 | 0.68 | 0.65 | | 85 | 0.46 | 0.49 | 0.51 | 0.50 | 0.47 | | 27 | 70 | 1.01 | 1.13 | 1.19 | 1.15 | 1.11 | | 75 | 0.87 | 0.95 | 1.00 | 0.98 | 0.94 | | 80 | 0.73 | 0.75 | 0.81 | 0.77 | 0.75 | | 85 | 0.54 | 0.58 | 0.58 | 0.58 | 0.56 |
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