M.Tech / M.E / PhD Thesis | Civil Engineering | India | Volume 8 Issue 4, April 2019
Effect of Lime Precipitation Technique on Strength Characteristics of Cohesive Soil
Pooja M. Vijay, Dr. Usha Thomas
Lime is being extensively used for the stabilization of clay soil in spite of the associated difficulties. Increase in strength and control of swell-shrink potentials suffer from certain difficulties and drawbacks in clay soil deposits by direct mixing of lime. The present study showed that sequential permeation of calcium chloride and sodium hydroxide solutions with clay soil resulted in the in situ precipitation of lime in the soil mass. Laboratory-scale model tests substantiated the efficiency of lime precipitation in stabilizing clay soil. Testing of soil were done as a model study and a strength profile was established which showed that strength increases with depth of soil mass. Settlement and swelling pressure of lime precipitated soil was found to be minimum at that depth where higher strength is observed.
Keywords: Lime precipitation, Pozzolanic reaction, swelling pressure, ucc
Edition: Volume 8 Issue 4, April 2019
Pages: 418 - 421
How to Cite this Article?
Pooja M. Vijay, Dr. Usha Thomas, "Effect of Lime Precipitation Technique on Strength Characteristics of Cohesive Soil", International Journal of Science and Research (IJSR), https://www.ijsr.net/search_index_results_paperid.php?id=ART20196503, Volume 8 Issue 4, April 2019, 418 - 421
185 PDF Views | 121 PDF Downloads
Similar Articles with Keyword 'Pozzolanic reaction'
Comparative Study of Compaction Behaviour of Moorum Flyash & Soil Flyash at Varying Water Content by Standard Proctor Compation Apparatus
Rajendra PD Verma
Lime Pile Technique for the Improvement of Properties of Clay Soil
P. Ashok, Dr. G. Sreenivasa Reddy
Experimental Investigation on Partial Replacement of Cement by Waste Glass Powder
Anjali Sinha, Shubham Singh
Investigation of The Dominant Factors on Promoting Pozzolanic reaction of Fly Ash Based Aluminosilicate
Strength and Durability Properties of Concrete Containing Quarry Rock Dust as Fine Aggregate
Alli O. O, Alli J. A. O, Odewumi T. O., Yussuff O. N.
Similar Articles with Keyword 'swelling pressure'
Effect on Strength Characteristics of Expansive Soil Using Sisal Fibre and Waste Materials
Amrutha Mathew, Dr. Raneesh. K.Y
Improving the Characteristics of Expansive Subgrade Soils Using Lime and Fly Ash
Magdi M. E. Zumrawi, Omer S. M. Hamza
Geotechnical Aspects for Roads on Expansive Soils
Magdi M.E. Zumrawi
Longitudinal Stress Analysis of Buried Pipes under Expansive Soils
Yves Elie Abou Rjeily, Michel Farid Khouri
Construction Problems of Light Structures Founded on Expansive Soils in Sudan
Magdi M.E. Zumrawi
Similar Articles with Keyword 'ucc'
Impact of Individual Habits on the Implementation of a Sustainable Transport System
Abbas Mohammed Kadum Algburi, Hazim Jwad Rasoul
Pre-aeration and Transversal Baffling Effect on Aerated Grit Chamber Performance of Kufa Wastewater Treatment Plant
Dr. Hasan Mahdi Mohammed Al-Khateeb
Capacity and Performance Analysis of 3 Roundabouts in Sunyani
Stephen Agyeman, Herbert Abeka, Samuel Boamah Asiedu
A Study on Mechanical Stabilization to Improve Marginal Base Materials In Khartoum
Efficient Contractor Selection and Bid Evaluation Methods for Construction Industry in India
Dwarika Puri, Dr. Sanjay Tiwari