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《Communications Science and Technology Heilongjiang》 2015-01
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Influence of Base Type on CRCP Early Performance

SONG Liu;LIU Bin-qing;Guangxi Polytechnic of Construction;Guangxi communication Science and Research institute;Guangxi Key Laboratory of Road Structure and Materials;  
Combined with Yan Wei capital repair project,the article introduces the raw material,mix proportions,test method and pre- splitting technology on test road. By way of the base type influence on CRCP early performance,the impact factors are analyzed,which provides a useful reference work for similar studies in China.
【CateGory Index】: U416.216
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 ZHOU Zhi gang,ZHANG Qi sen (Changsha Communications University, Changsha 410076,China);A Summary of the Research on Continuously Reinforced Concrete Pavement[J];JOURNAL OF CHANGSHA COMMUNICATIONS UNIVERSITY;2000-03
【Co-citations】
Chinese Journal Full-text Database 5 Hits
1 NI Fu-jian,DONG Qiao,GU Xing-yu (School of Transportation,Southeast University,Jiangsu Nanjing 210096,China);Research on the Slab Movement of Continuously Reinforced Concrete Pavement[J];Journal of Highway and Transportation Research and Development;2007-05
2 GU Xing-yu,DONG Qiao,NI Fu-jian(School of Transportation,Southeast University,Jiangsu Nanjing 210096,China);Research on Crack Progression of Continuously Reinforced Concrete Pavement[J];Journal of Highway and Transportation Research and Development;2007-06
3 WEI Jian-ming,LI Qian,ZOU Xian-yun(Chongqing Jiaotong University,Chongqing 400074,China);New End Anchorage System of Continuously Reinforced Concrete Pavement[J];Transport Standardization;2011-09
4 LI Yuzhi,REN Shuanghong,SHAO Lageng(Changsha University of Science & Technology,Changsha,Hunan 410076,China);The Research on Law of Development of the CRCP Crack[J];Journal of Central South Highway Engineering;2007-01
5 WANG Bin1,HUANG Wei2,YANG Jun2,ZHANG Lei2(1.Nanjing Metro Group Co.,Ltd.,Nanjing 210008,Jiangsu,China; 2.School of Transportation,Southeast University,Nanjing 210096,Jiangsu,China);Prediction and Evaluation Methods for Pavement Performance of Continuous Reinforced Concrete Pavement[J];China Journal of Highway and Transport;2012-05
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