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1D Compressibility of High Moisture Content Clays Solidified with Small Cement Dosages

机译:1D高水分含量粘土的可压缩性用小水泥剂固化

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Soft soil is normally associated with high moisture content and fine content which result in high compressibility and low strength. However, a proper treatment such as solidification by means of hydraulic binders is required in order to be usable for beneficial purposes (e.i backfilling). This paper experiments the effects of cement treatment on the one-dimensional (1D) consolidation behavior of a high moisture content (MC) soil (twice liquid limit), based incremental loading test. The effects of Portland cement addition are evaluated for dosages ranging from 0 % to 15% by dry mass of soil. After curing, it was found that 10 % cement was required to make meaningful reduction in MC for kaolin while no major difference was noted between after mixing and after curing for DMS. In kaolin the moisture content decreased by 6.5 % for each 5 % increment of cement. Similarly, the MC of DMS reduced by 10 % for each 5 % increment. Thus, the reduction, immediately after mixing, in DMS was higher by 3.5 % compared to kaolin. The most evident effect of the treatment feasibility is the development of a cementation-induced yield stress after 7 days of curing: the bigger the cement dosage, the greater the yield stress and the greater the vertical effective stress that can be sustained at any void ratio. The maximum yield stress at 15 % cement content was found 30 kPa and 70 kPa for DMS and kaolin respectively. The highest void ratio values were found in the control specimens (3.77) in kaolin and DMS (5.66) whereas the lowest void ratio was corresponded to 15 % cement 3.35 and 4.65 for kaolin and DMS respectively. The control specimens decreased dramatically from 38.93 m~2 / KN - 0.13 m~2 / KN and 36.03 m~2 / KN - 0.19 m~2 / KN for kaolin and DMS specimens respectively. The results correspondingly provide a consistent depiction of the effects of cement treatment on MC, void ratio and coefficient of volume compressibility. The effectiveness of the treatment is obvious compared to the u
机译:软土通常与高水分含量和细含量有关,导致高压缩性和低强度。然而,需要采用液压粘合剂的适当处理,以便可用于有益目的(E.I回填)。本文实验了水泥处理对高水分含量(MC)土(两次)的增量负载试验的一维(1D)固结行为的影响。通过干含量的土壤,评估了波特兰水泥添加的效果。固化后,发现需要10%水泥来对高岭土进行有意义的降低,而在混合后和固化后没有任何重要差异。在高岭土中,水分含量下降率下降6.5%。类似地,每次5%的增量,DMS的MC减少了10%。因此,与高岭土相比,在DMS中,在混合后立即降低3.5%。治疗可行性最明显的效果是在固化7天后的粘合诱导的屈服应激的发展:水泥剂量越大,屈服应力越大,可以以任何空隙率维持的垂直有效应力越大。为DMS和高岭林发现了15%水泥含量为15%水泥含量的最大屈服应力。在高岭土和DMS(5.66)的对照样品(3.77)中发现了最高的空隙率值,而最低空隙率分别对应于高岭土和DMS的15%水泥3.35和4.65。对于高岭土和DMS样本,对照试样从38.93m〜2 / kn-0.13m〜2 / kN和36.03m〜2 / KN-0.19M〜2 / KN分别降低。结果相应地提供了对水泥处理对MC,空隙率和体积压缩系数的影响的一致描述。与U相比,治疗的有效性是显而易见的

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