A Review on Recent Experimental Research on Soil Stabilization

S. Durgadevi
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Abstract

Abstract. The increasing population results in executing the infrastructure and buildings to be constructed also in weak and soft soil. Therefore, the soil must be strengthened to surrender larger settlements, ground subsidence, etc to resist the collapse of building. In such cases, the necessity of ground improvement has been implemented. The ground improvement techniques is majorly performed for reducing settlement in soft soil, improving the soil bearing capacity, slope stabilization and preventing from earthquake liquefaction. This technique is done for stabilizing the properties of soil and attempted to modify the existing ground. Ground improvement can be done by various techniques i.e., vibro-compaction, dynamic-compaction, ground freezing, Vibro-replacement stone columns, Electro kinetic stabilization, grouting, etc. Recent improvement techniques are introducing Geo cell, Geo-textiles and Geo-membranes has been developed in which the soil is reinforced with materials like aluminum, stainless steel, polyester, fibers, polyamides in the form of strips or grids to stabilize the soil. This paper will give some of the recent techniques adopted in site to improve the soil properties.
土壤稳定试验研究进展
摘要随着人口的不断增长,基础设施和建筑物也将在软弱土地上建造。因此,必须对土壤进行加固,以抵抗较大的沉降、地面沉降等,以抵抗建筑物的倒塌。在这种情况下,必须进行地面改善。地基改善技术主要是减少软土沉降、提高土体承载力、稳定边坡和防止地震液化。这项技术是为了稳定土壤的性质,并试图改变现有的土地。地基加固可采用振冲压实、动力压实、冻结地面、振冲置换石柱、电动稳定、注浆等技术。最近的改进技术正在引入土工细胞,土工织物和土工膜已经开发出来,其中土壤用铝,不锈钢,聚酯,纤维,聚酰胺等材料以条状或网格形式加固,以稳定土壤。本文将介绍最近在现场采用的一些改善土壤性质的技术。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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