Pavement Performance of Low Dosage Cement Stabilized Gravel Powder Mixed with Aggregates

Author:

Zhuang Chuan Yi1,Ye Ya Li1

Affiliation:

1. Shandong Jiaotong University

Abstract

On the basis of test analysis, mix design of cement stabilized gravel powder, cement stabilized gravel powder mixed with 20% aggregates and cement stabilized gravel powder mixed with 40% aggregates were compared, their unconfined compressive strength were tested, and the mixed aggregates ratio and mix design were ultimately determined. The experimental results show that mixing a certain amount of aggregate can reduce cement dose and meet the design strength. Engineering project cost by mixing with a certain amount of aggregate was little higher than that of cement stabilized gravel powder. Comprehensively considering technical and economic factors, the recommended amount of aggregates mixed with 30% and cement dose of 2%.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference6 articles.

1. YU Xin, HUANG Xiao-ming Analysis on Shrinkage and Temperature Contraction Character for Low Dosage Cement Stabilized Aggregate. Journal of Highway and Transportation Research and Development. 2007. 24(7): 52-55.

2. AO Dao-chao . Application of Low Content Cement Stabilized Gravel to Yu-Zhan Expressway. HIGHWAY Jul. 2006 NO. 7.

3. BAI Qi-feng, LIU lin, HU Wu-sheng. Analysis on Performance for Low Dosage Cement Stabilized Aggregate. Journal of China & Foreign Highway. 2006. 26(12):170-173.

4. JTGD50-2006 . Specifications for Design of Highway Asphalt Pavement.

5. JTJ 034-2000. Technical Specifications for Construction of Highway Roadbases.

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