|
|
|
| Influence of an Early-Strength Agent on the Frost Resistance of a Cement-Stabilized Material |
| SONG Yun-lian, WANG Ying-dan, DING Nan |
| School of Civil Engineering, Inner Mongolia University of Technology, Hohhot Inner Mongolia 010051, China |
|
|
|
|
Abstract The influence of an early-strength agent on the frost resistance of a cement-stabilized macadam material used in road engineering was explored by mixing 5% cement into the cement mixture in accordance with the engineering design ratio. Subsequently, the cement was replaced by the early-strength agent with dosages of 0, 8, 10, 12, 14%, and 16% according to the cement dosage. All the freeze-thaw test specimens were then prepared and used in the experiment. The water absorption rate and its change trend, mass loss rate after several freeze-thaw cycles, and unconfined compressive strength before and after the freeze-thaw cycle were analyzed based on the experimental data. The frost resistance coefficient of the cement-stabilized macadam material with different early-strength agent dosages was calculated according to the experimental data. Experimental results show that the early-strength agent can reduce the water absorption rate and mass loss rate of the material and improve the unconfined compressive strength and the frost resistance coefficient before and after freezing-thawing of the material. Furthermore, the frost resistance coefficient increases as the early-strength agent dosage increases. Therefore, the early-strength agent can both enhance the construction speed in road engineering and impede the damage caused by freezing-thawing on the cement-stabilized macadam material effectively.
|
|
Received: 16 March 2016
|
| Fund:Supported by the National Natural Science Foundation of China (No. 51265033); the Inner Mongolia University of Technology Emphases Project (No. ZD201309) |
|
Corresponding Authors:
SONG Yun-lian,E-mail:751904198@qq.com
E-mail: 751904198@qq.com
|
|
|
|
[1] CHEN Jian-kui. Theory and Application of Concrete Admixture[M]. 2nd ed. Beijing:China Planning Press, 2004. (in Chinese)
[2] PAN G, SUN W, DING D. Experimental Study on the Micro Aggregate Effect in High-strength and Super-high-strength Cementitious Composites[J]. Cement and Concrete Research, 1998, 28(2):171-176. (in Chinese)
[3] PERA J, AMBROISE J. Fiber-reinforced Magnesia-phosphate Cement Composites for Rapid Repair[J]. Cement and Concrete Composites, 1998, 2(1):31-39.
[4] ZHANG Hai, YIN Hua-tao, TIAN Cui-cui. Experimental Study on Super High-Early-Strength Road Concrete[J]. Journal of Shenyang Jianzhu University:Natural Science Edition, 2010, 26(1):7-28. (in Chinese)
[5] YANG Quan-bing, WU Xue-li. Factors Influencing Properties of Phosphate Cement-based Binder for Rapid Repair of Concrete[J]. Cement and Concrete Research, 1999, 29(3):389-396.
[6] WANG Yan. Cement Concrete Highway Technology:Practice and Expectation[M]. Beijing:China Communications Press, 2000. (in Chinese)
[7] LI Wei-guang, CHEN Shuan-fa, LI Jian-ping, et al. Rapid-repair of Cement Concrete Pavement[J]. Highway, 2002(2):97-99. (in Chinese)
[8] YANG Q, ZHU B, WU X. Characteristics and Durability Test of Magnesium Phosphate Cement-based Material for Rapid of Concrete[J]. Material and Structures, 1999, 133:229-234.
[9] LIU Xiao-nan, ZHANG Jun-xiao, YAN Ya-peng. Experiment Study on Quick and Early Strength Concrete for Cement Concrete Pavement Strengthening along the Full Depth[J]. Highway, 2013, 58(12):207-209. (in Chinese)
[10] YE Wen, QIU Li-min. Research and Engineering Application of HC Quick and Early Strength Concrete[J]. Zhejiang Construction, 2000, 100(3):40-41. (in Chinese)
[11] GAO Hai-ping, JIN Zhi-qiang, LI Hua. Repair Technique of Cement Concrete Pavement[M]. Beijing:China Communications Press, 1999. (in Chinese)
[12] KONSMATKA S H, KERKHOFF B, PNARESE W C. Design and Control of Concrete[M]. Chongqing:Chongqing University Press, 2005. (in Chinese)
[13] YAN Ya-peng. Study on Technology for Improving Crack Resistance of Cement-stabilized Crushed-stone Base in Cold Region[D]. Xi'an:Chang'an University, 2012. (in Chinese)
[14] JTG E51-2009. Test Methods of Materials Stabilized with Inorganic Binders for Highway Engineering[S]. (in Chinese)
[15] REN Huang. Experiment Research on Road Cement Stabilized Macadam Material Mixed with Early Strength Agent[D]. Hohhot:Inner Mongolia University of Technology, 2014. (in Chinese) |
| [1] |
LI Ning, MA Biao, LI Rui, SI Wei. Performance of Unbound Aggregate Materials under Single-stage and Multi-stage Loading Modes Based on Precision Unbounded Material Analyzer[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 1-12. |
| [2] |
XU Hai-liang, REN He-huan, HE Zhao-cai, HE Lian. Time-domain Analysis of Deformation Characteristics of Asphalt Concrete Pavement Considering Vehicle-pavement Coupled Effect[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 13-19. |
| [3] |
DU Jian-huan, AI Chang-fa, HUANG Chao, GUO Yu-jin, JIANG Yun-bing. Effect of Interfacial Water on the Fatigue Performance of Composite Asphalt Mixture Beams[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 1-7. |
| [4] |
YAO Guo-qiang, YAN Zhi-xin, LONG Zhe, ZHAI Ju-yun. Simulation Experimental Study on Shear Stress Distribution of Rock Slope Anchoring Interface[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 8-15. |
| [5] |
LIU Ze, HE Fan, HUANG Tian-qi, JIANG Mei-dong. Additional Earth Pressure of Retaining Wall Caused by Vehicle Load[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 16-23. |
| [6] |
QIU Xin, XU Jing-xian, TAO Jue-qiang, YANG Qing. Asphalt Pavement Icing Condition Criterion and SVM-based Prediction Analysis[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 1-9. |
|
|
|
|
2016, Vol. 10 
