RESEARCH ON ANTI-CRACKING PROPERTY OF CEMENT STABILIZED SOIL BLENDED WITH SYNTHETIC FIBER

Gao Dafeng; Ren Yuzhou; Wang Fanghui; He Xincheng

doi:10.13204/j.gyjz201208019

Volume 42 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(8): 89-92

Gao Dafeng, Ren Yuzhou, Wang Fanghui, He Xincheng. RESEARCH ON ANTI-CRACKING PROPERTY OF CEMENT STABILIZED SOIL BLENDED WITH SYNTHETIC FIBER[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 89-92. doi: 10.13204/j.gyjz201208019

Citation:

Gao Dafeng, Ren Yuzhou, Wang Fanghui, He Xincheng. RESEARCH ON ANTI-CRACKING PROPERTY OF CEMENT STABILIZED SOIL BLENDED WITH SYNTHETIC FIBER[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 89-92. doi: 10.13204/j.gyjz201208019

Citation:

PDF( 0 KB)

RESEARCH ON ANTI-CRACKING PROPERTY OF CEMENT STABILIZED SOIL BLENDED WITH SYNTHETIC FIBER

doi: 10.13204/j.gyjz201208019

1.
Key Laboratory of Structural Engineering and Earthquake Resistance,Ministry of Education,Xi'an University of Architecture and Technology,Xi'an 710055,China

Received Date: 2011-09-17
Publish Date: 2012-08-20

Abstract

Abstract

In order to improve anti-cracking of semi-rigid substrate, taking synthetic fiber as research object throughindoor bending and tensile test, the effect of fiber dosage and curing period of specimens on bending and tensilestrength of cement stabilized soil was analyzed．The study results indicate that with the increase of fiber contents andthe length-diameter ratio, the anti-cracking of cement stabilized soil was gradually strengthened; and was alsoincreased gradually with the increase of curing period．
- synthetic fiber,
- cement stabilized soil,
- bending and tensile strength,
- curing period