Effect of freeze–thaw cycles on unconfined compressive strength of fine-grained soil treated with jute fiber, steel fiber and lime-Reference-Cited by-同舟云学术

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Effect of freeze–thaw cycles on unconfined compressive strength of fine-grained soil treated with jute fiber, steel fiber and lime

Published:2014-10 Issue: Volume:106-107 Page:55-65
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Güllü Hamza,Khudir Ali

Funder

The Scientific Research Project Unit of the University of Gaziantep (RM.13.01)

University of Alaska Fairbanks

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference39 articles.

1. Application of jute fiber in the improvement of subgrade characteristics;Aggarwal,2010

2. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman;Al-Rawas;Build. Environ.,2005

3. ASTM 1557, 2007. Standard test methods for laboratory compaction characteristics of soil using modified effort.

4. ASTM 2166, 2006. Standard test method for unconfined compressive strength of cohesive soil.

5. ASTM 4609, 2008. Standard guide for evaluating effectiveness of admixtures for soil stabilization.

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