Laboratory Evaluation of Bitumen Emulsion-Treated Subgrade Soils: A Study on Unconfined Compressive Strength, California Bearing Ratio, and Resilient Modulus

K V ASHOK KUMAR

Laboratory Evaluation of Bitumen Emulsion-Treated Subgrade Soils: A Study on Unconfined Compressive Strength, California Bearing Ratio, and Resilient Modulus

Authors: K V ASHOK KUMAR

Unique Paper ID: 173471
Volume: 11
Issue: 10
PageNo: 299-304

Keywords: Bitumen emulsion Gravel soil stabilization CBR (California Bearing Ratio) values Soil strength improvement

Abstract:
The main objective of this experimental study is to improve the properties of the gravel soil by adding bitumen emulsion. An attempt has been made to use emulsion for improving the strength of gravel soil expressed in terms of CBR values which may prove to be economical. A little bit cement is added to provide better soil strength. It is observed that excellent soil Strength results by using cationic bitumen emulsion.

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ISSN: 2349-6002
Volume: 11
Issue: 10
PageNo: 299-304

Laboratory Evaluation of Bitumen Emulsion-Treated Subgrade Soils: A Study on Unconfined Compressive Strength, California Bearing Ratio, and Resilient Modulus

Available:https://ijirt.org/Article?manuscript=173471

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Journal no 47859

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