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Research Paper | Civil Engineering | India | Volume 7 Issue 5, May 2018
Study a Behaviour of Expansive Soil with 6% Lime and Crusher Dust
Harshil Bhatt | Raaj Sharma | Dr. Ajay Bindlish
Abstract: Expansive soil which have a property to expands when it contacts with moisture. This is one of the major reason of failure of engineering structures. These property of expansive soil may be improved by adding or mixing the different types of admixture or fibre or stabilizing agents. In this research paper, the engineering properties of expansive soil is tried to improve by using crusher dust with 6 % Quick lime. In this experimental work, the 6 % Quick Lime is mixed with different percentage of crusher dust in expansive soil. The following tests were conducted for determine the performance of 6 % Quick lime with Expansive soil mix specimen Standard Proctor Test, Unconfined Compression Test (3days soaked), California Bearing Ratio.
Keywords: MDD, OMC, UCS, CBR, Quick Lime, Crusher dust
Edition: Volume 7 Issue 5, May 2018,
Pages: 1034 - 1037
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Masters Thesis, Civil Engineering, India, Volume 12 Issue 5, May 2023
Pages: 1233 - 1235Investigational Study on the Influence of Marble Dust and Silica Fume in the Stabilization of Clayey Soil
Ankush Sharma [2] | Anoop Sharma
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Research Paper, Civil Engineering, Nigeria, Volume 10 Issue 8, August 2021
Pages: 436 - 442Development of a Mathematical Model to Estimate Soaked California Bearing Ratio of a Lateritic Soil in Ekiti Northern Senatorial District, Nigeria
Oluwayinka Glory Akinwamide | Joseph Adebayo Ige | Joshua Tunbosun Akinwamide