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Study on reinforcement of soil for suppressing fugitive dust by bio-cementitious material

机译:生物水泥材料抑制逃逸粉尘的土壤加固研究

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Microbial-induced reinforcement of soil, as a new green and environmental-friendly method, is being paid extensive attention to in that it has low cost, simple operation and rapid effects. In this research, reinforcement of soil for suppressing fugitive dust by bio-cementitious material was investigated. Soil cemented by bio-cementitious material had superior mechanical properties, such as hardness, compressive strength, microstructure, wind-erosion resistance, rainfall-erosion resistance and freeze-thaw resistance. The average hardness of sandy soil, floury soil and clay soil is 18.9 °, 25.2 ° and 26.1 °, while average compressive strength of samples is 0.43 MPa, 0.54 MPa and 0.69 MPa, respectively; meanwhile, the average calcite content of samples is 6.85 %, 6.09 %, and 5.96 %, respectively. Compared with the original sandy soil, floury soil and clay soil, the porosity decreases by 38.5 %, 33.7 % and 29.2 %. When wind speed is 12 m/s, the mass loss of sandy soil, floury soil and clay soil cemented by bio-cementitious material are all less than 30 g/(m2·h). After three cycles of rainfall erosion of 2.5 mm/h, the mass loss are less than 25 g/(m2·h) and the compressive strength residual ratio are more than 98.0 %. Under 25 cycles of freeze-thaw, the mass loss ratio are less than 3.0 %.
机译:微生物诱导的土壤增强,作为一种新的绿色和环保方法,正在受到广泛关注它的成本低,操作简单,效果。在这项研究中,研究了通过生物水泥材料抑制抑制逃逸粉尘的土壤加固。土壤生物胶凝材料胶结具有优异的机械性能,如硬度,压缩强度,微结构,风蚀性,降雨耐侵蚀性和耐冻融。砂土,脆弱的土壤和粘土土壤的平均硬度为18.9°,25.2°和26.1°,而样品的平均抗压强度分别为0.43MPa,0.54MPa和0.69MPa;同时,样品的平均方解石含量分别为6.85%,6.09%和5.96%。与原砂土,粉状土壤和粘土土壤相比,孔隙率降低了38.5%,33.7%和29.2%。当风速为12米/秒时,由生物水泥材料粘合的砂土,粉状土壤和粘土土壤的质量损失全部小于30g /(m2·h)。经过三个循环的降雨侵蚀2.5mm / h,质量损失小于25克/(m2·h),抗压强度残余比率大于98.0%。在25次循环的冻融下,质量损失比率小于3.0%。

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