Improving Swelling and Strength Behavior of Black Cotton Soil Using Lime and Quarry Dust-Reference-Cited by-同舟云学术

Improving Swelling and Strength Behavior of Black Cotton Soil Using Lime and Quarry Dust

Published:2021 Issue: Volume: Page:601-609
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
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Author:

Anand Deepali,Sharma Ravi Kumar,Sharma Abhishek

Publisher

Springer Singapore

Link

http://link.springer.com/content/pdf/10.1007/978-981-15-9554-7_54

Reference14 articles.

1. ASTM D2166 (2013) Standard test method for unconfined compressive strength of cohesive soil. ASTM International, West Conshohocken, PA

2. ASTM D4318-10 (2013) Standard test methods for liquid limit, plasti limit, and plasticity index of soils. American Society for Testing of Materials Pennsylvania PA, USA

3. Bell FG (1996) Lime stabilization of clay minerals and soils. Eng Geol 42(4):223–237

4. Bhardwaj A, Sharma RK (2020) Effect of industrial wastes and lime on strength characteristics of clayey soil. J Eng Des Technol 16(6):1749–1772

5. Dash SK, Hussain M (2012) Lime stabilization of soils: reappraisal. J Mater Civ Eng 24(6):707–714

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