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Sorption characteristics of stabilised soil blocks embedded with waste plastic fibres

机译:废塑料纤维包埋的稳定土块的吸附特性

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摘要

This paper highlights the results of an experimental investigation, on the Sorption Characteristics of plastic fibre reinforced soil, done to study the possibility of utilisation of waste plastics in soil masonry blocks. Cylindrical specimen of raw soil and modified soil were prepared by compacting at different moulding pressures and were tested for sorption characteristics. Raw soil is modified by adding varying percentage of stabiliser (Cement: 5%, 10% and 15%), fibre types (made out of mineral water bottles and carry bags), fibre lengths (1 cm and 2 cm) and fibre percentages (0.1% and 0.2%). The sorption characteristics of mud blocks have been studied by measuring Water absorption and Sorptivity. Water absorption of samples with 10-15% Cement stabilisation was less than the value specified by IS 1725-1982. The combination of mechanical and chemical stabilization without fiber addition has resulted in a reduction in sorptivity. But fiber addition increased the sorptivity.
机译:本文重点介绍了对塑料纤维增强土壤的吸附特性的实验研究结果,以研究在土壤砌块中利用废塑料的可能性。通过在不同的成型压力下压实来制备生土和改性土的圆柱试样,并测试其吸附特性。通过添加不同百分比的稳定剂(水泥:5%,10%和15%),纤维类型(由矿泉水瓶和手提袋制成),纤维长度(1 cm和2 cm)和纤维百分比( 0.1%和0.2%)。通过测量吸水率和吸附率研究了泥块的吸附特性。水泥稳定度为10-15%的样品的吸水率小于IS 1725-1982规定的值。机械稳定性和化学稳定性的结合而不添加纤维导致吸水性降低。但是添加纤维增加了吸附性。

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