Copyright © 2026 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
@article{174952,
author = {Dr.D. Jyothi Swarup and A. Lavanya and P. Pooja Sri and V. Madhuri},
title = {EFFECT OF TEMPERATURE ON PROPERTIES OF INTERMEDIATE COMPRESSIBLE CLAY},
journal = {International Journal of Innovative Research in Technology},
year = {2025},
volume = {11},
number = {11},
pages = {1411-1413},
issn = {2349-6002},
url = {https://ijirt.org/article?manuscript=174952},
abstract = {In general, clayey soils are residual deposits formed from the Basalt and trapped rocks. Block Cotton soils are having high plasticity. Different minerals are present in clay soils. Those are kaolinite, montmorillonite, Illite, hallosite. clay soil having high shrinkage and swelling characteristics. Shear strength of the soils is extremely lower. The soils have high compressible and have low bearing capacity. As a result of wetting and drying process the vertical movement takes place 1) failure pavement 2) settlement 3) heavy depression 4) cracking and unevenness. Instead of applying conventional methods of stabilization and improving the properties of clay soils by heating the clayey soils at higher temperature. The swelling and shrinkage properties are reduced due to decrease in water holding capacity, in this work we are going to study the index & engineering properties of intermediate compressible soil sample by heating at greater temperature (100°c,150°c,200°c,250°c).},
keywords = {},
month = {April},
}
Submit your research paper and those of your network (friends, colleagues, or peers) through your IPN account, and receive 800 INR for each paper that gets published.
Join NowNational Conference on Sustainable Engineering and Management - 2024 Last Date: 15th March 2024
Submit inquiry