Experimental Research about Shrinkage of Cement Stabilized Gravel Base

Author:

Cheng Pei Feng1,Zhou Xi Peng1,Hou En Chuang2

Affiliation:

1. Northeast Forestry University

2. CCCC HIGHWAY SURVEY&DESIGN CO.LTD.OF FHEC

Abstract

The semi-rigid base asphalt pavement has become the main form of high grade Highway pavement structure in China. But with changes in temperature, humidity and amount of traffic, serious cracking problems also exist in this pavement, affecting pavement performance. Analyses crack type of asphalt pavement and its causes, for serious reflection crack problem of semi-rigid base asphalt pavement, by on different structure type and different cement dose cement stabilized gravel mixture for indoor dry shrink and temperature shrink test research analyse variation law of its dry shrink strain, and dry shrink coefficient, and temperature shrink strain, and temperature shrink coefficient, ect. and provides basis to improve semi-rigid base asphalt pavement anti-crack performance.

Publisher

Trans Tech Publications, Ltd.

Reference7 articles.

1. Zhigang Zhou, A Research on the Fatigue Damage Cracking in Asphalt Pavement under Traffic Load[D]. Chang sha: Ph.D. Thesis of Central South University, (2003).

2. Songshan Shi and Zhuowei Xu. Simply Study on Prevention and Treatment of Cracks on Pitch Road Surface with Half Stiffness Base: SPECIAL STRUCTURES Vol. 28 (2011),P. 96.

3. Kaifeng Gu, Jingbo Huang and Jinchang Wang. Temperature changes to the influence cracks in the asphalt concrete pavement . Journal of China & Foreign Highway Vol. 24(3)(2004), P41~44.

4. Jianlong Zhen, Zhigang Zhou and Qisen Zhang. Theory and method of crack resistance of asphalt pavement design[M]. China Communications Press. (2002).

5. Huang Wei, Qian Zhendong. Advanced theory and design method for asphalt pavement[M]. Bei jing: Science press, (2001).

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