2015, 7(1): 75-79.
共振碎石化沥青加铺层层底弯沉影响因素模拟分析
成都清正公路工程试验检测有限公司, 成都 610041 |
Simulation Analysis on Deflection Influence Factors of Rubblizing Asphalt Layer Bottom Resonant
Chengdu QingZheng Highway Engineering Testing Co., Ltd., Chengdu 610041, China |
引用本文:
杨洋, 冯德梁. 共振碎石化沥青加铺层层底弯沉影响因素模拟分析[J]. 土木建筑工程信息技术,
2015, 7(1): 75-79.
Citation:
Yang Yang, Feng Deliang. Simulation Analysis on Deflection Influence Factors of Rubblizing Asphalt Layer Bottom Resonant[J]. Journal of Information Technologyin Civil Engineering and Architecture,
2015, 7(1): 75-79.
摘要:为了更好地指导共振碎石化水泥混凝土施工技术的设计及施工生产。以四川成都崇州市华怀路崇双段旧线路面改造工程为依托，通过建立及计算ANSYS模型，分析沥青加铺层层底弯沉影响因素，同时得到沥青加铺层推荐厚度。研究结果可为今后碎石化道路施工及设计提供依据。
Abstract: The goal of this article is to better direct the design and construction production for Resonant Pavement Breaker(RPB) cement concrete. The analysis is supported by Chongshuang old pavement renewal project in Chongzhou of Chengdu in Sichuan province. Building and calculating ANSYS module, it analyzes asphalt overlay bottom layer deflection influencing factors and obtains asphalt overlay recommend thickness. The research findings will provide reference for design and construction of rubbled slab in the future.
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