天然物质对土壤稳定影响的综合综述

S. Boobalan
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摘要

摘要本文综合分析了各种天然材料在常规地基改善技术中的影响。本文综述了蛋壳粉、稻壳灰、麦壳渣、罗望子仁粉、粗砂石、板栗、石灰和椰子纤维等天然材料作为土壤稳定剂的研究进展。将土的无侧限抗压强度(UCC)、加州承载比(CBR)、指标及固结特性与现有常规强度进行了比较。在土壤稳定剂中,稻壳灰、蛋壳粉和罗望子仁粉表现出较好的土壤改良性能。蛋壳粉在干土样品质量比为5%的最佳替代量下,其强度有所提高。稻壳灰分为6 ~ 8%的最佳水平时,土样的强度得到改善。土壤样品中添加10%的TKP,土壤液限由67%提高到117%。在土样中添加2%和8%的TKP,收缩极限分别降至15.4%和11.4%。同时,土壤样品中TKP为8%时,干密度由17.1 kN/m2降低到14 kN/m2。同样地,通过以下的组合,可以提高强度,如:砂砾和蛋壳粉,石灰和樱桃。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comprehensive Review on the Influence of Natural Materials in Soil Stabilization
Abstract. This comprehensive review insists on the impacts of various natural materials in the conventional ground improvement techniques. This review paper focuses on the utilization of natural materials such as Eggshell powder, Rice husk ash, Wheat husk ask, Tamarind Kernel Powder, Jaggery, Chebula, Lime and coir fibers as soil stabilizers. The properties of Unconfined Compressive Strength (UCC), California Bearing Ratio (CBR), index and consolidation characteristics had been compared with existing conventional strength of soils. Out of the materials used for soil stabilizing agents, Rice Husk Ash, Eggshell powder and Tamarind Kernel Powder showed better ground improvement properties. The eggshell powder with 5% optimum replacement by weight of dry soil sample showed an improvement in strength. The properties of the soil sample achieved the improvement in strength with rice husk ash of 6-8% optimum level. TKP of 10% was added in the soil sample showed the soil liquid limit increase to 117% from 67%. TKP of 2% and 8% were added in the soil sample showed the shrinkage limit decrease to 15.4% and 11.4% respectively. Meanwhile, TKP of 8% in the soil sample resulted in a decrease of dry density to 14 kN/m2 from 17.1 kN/m2. Similarly, improved strength for achieved from the following combinations of jaggery and eggshell powder, lime and Chebula.
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