An Experimental Study on Stabilization Modification of Locally Available Expansive Soil using Industrial Wastes
Expansive soils are produced from the break down of basic igneous rocks where seasonal variation of weather is extreme. In India, these soils are normally derived from the weathering of basalt rocks. Also, these soil deposits are derived from various other types of rocks including very old sedimentary depositsin the present research, an attempt has […]
Soil Stabilization by use of Chemical ijtsrd
This work presented to see the efficiency of nano technology used in terms of chemical named as Terrasil which acts as a modifier and improves the engineering properties of black cotton soil. In India, we see about 51.8 million hectors of land area is covered with black cotton soil which is an expansive soil. It […]
Study on the Properties of Natural Soil Stabilized with Various Percentages of Lime Contents ijtsrd
This paper presents study of the stabilization of natural soil with lime. Firstly, Soil samples from Madaya Township are collected and several laboratory tests are carried out to determine the characteristics and engineering properties of the studied soil. Then experimental tests have been conducted for the determination of Atterberg limits and California Bearing Ratio CBR […]
Soil Stabilization using Fly Ash and Cotton Fiber IJTSRD
Mixing of fiber for ground improvement has been practiced for recent years. Many researches has shown the expected results. This paper mainly deals with the ground improvement technique using both Fly Ash and cotton fiber. The combination of them gives a satisfactory value of its practical application. Both Fly Ash and Cotton fiber are treated […]