Behaviour of Consistency Limit on Stabilized Soil in Effect to Temperature Changes

Soil engineering properties are usually determined in a laboratory setting at room temperature of 270C. Seasonal changes, which is mainly the alteration in thermal condition in surrounding soil, causes reasonable concern about the nature and magnitude of temperature changes which influences soil eng...

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Bibliographic Details
Published in:E3S web of conferences 2023-01, Vol.399, p.3014
Main Authors: Abinaya, Ishwarya G.K, R, Jino
Format: Article
Language:English
Subjects:
atterberg limit
Clay minerals
Clay soils
clayey soil
Consistency
consistency limit
lime
Lime soil stabilization
Mineralogy
Particle size
Particle size distribution
Permeability
rha
Room temperature
Seasonal variations
Size distribution
Soil engineering
Soil lime
Soil permeability
Soil properties
Soil stabilization
Soil temperature
Soils
temperature
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Summary:Soil engineering properties are usually determined in a laboratory setting at room temperature of 270C. Seasonal changes, which is mainly the alteration in thermal condition in surrounding soil, causes reasonable concern about the nature and magnitude of temperature changes which influences soil engineering properties. The particle size distribution, consistency limit, strength, mineralogy, and permeability of the soil are all accompanied by rise in temperature. In clayey soils, as the temperature rises, the average particle size increases as a result of agglomeration and cementation of the clay particles. In this paper, an attempt is made to study the change in temperature which directly influences the consistency limit of clayey soil stabilized with Lime and Rice husk ash at different proportions.
ISSN:2267-1242
2555-0403
2267-1242
DOI:10.1051/e3sconf/202339903014