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Design method of crack-resistant cement stabilized macadam based on interface weakening
The invention discloses an interface weakening-based anti-crack cement stabilized macadam design method, and provides an energy evolution calculation method of a pavement structure and a pavement cracking failure mechanism aiming at the problems that the current semi-rigid base pavement anti-crack design depends on experience, the design process is complicated and the anti-crack effect is unstable. And determining the mix proportion design step of the anti-crack cement stabilized macadam based on energy calculation and analysis. According to the anti-crack cement stabilized macadam designed according to the method, material design is guided through theoretical calculation, anti-crack performance optimization is more purposeful and effective, the comprehensive application effect is better, the design process is more reasonable, application and popularization of advanced anti-crack design of a pavement structure are facilitated, and design and use of the anti-crack cement stabilized macadam in actual engineering are facilitated.
本发明公开了一种基于界面弱化的抗裂式水泥稳定碎石设计方法,针对当前半刚性基层路面抗裂设计依赖经验、设计流程繁杂、抗裂效果不稳定的问题,提出路面结构的能量演化计算方法和路面开裂破坏机理,再基于能量计算分析来明确抗裂式水泥稳定碎石的配合比设计步骤。依据以上方法设计的抗裂式水泥稳定碎石,由理论计算指导材料设计,抗裂性能优化更具目的性、有效性,综合运用效果更佳,设计流程更合理,有利于路面结构先进抗裂设计的推广应用,有助于抗裂式水泥稳定碎石在实际工程中设计和使用。
Design method of crack-resistant cement stabilized macadam based on interface weakening
The invention discloses an interface weakening-based anti-crack cement stabilized macadam design method, and provides an energy evolution calculation method of a pavement structure and a pavement cracking failure mechanism aiming at the problems that the current semi-rigid base pavement anti-crack design depends on experience, the design process is complicated and the anti-crack effect is unstable. And determining the mix proportion design step of the anti-crack cement stabilized macadam based on energy calculation and analysis. According to the anti-crack cement stabilized macadam designed according to the method, material design is guided through theoretical calculation, anti-crack performance optimization is more purposeful and effective, the comprehensive application effect is better, the design process is more reasonable, application and popularization of advanced anti-crack design of a pavement structure are facilitated, and design and use of the anti-crack cement stabilized macadam in actual engineering are facilitated.
本发明公开了一种基于界面弱化的抗裂式水泥稳定碎石设计方法,针对当前半刚性基层路面抗裂设计依赖经验、设计流程繁杂、抗裂效果不稳定的问题,提出路面结构的能量演化计算方法和路面开裂破坏机理,再基于能量计算分析来明确抗裂式水泥稳定碎石的配合比设计步骤。依据以上方法设计的抗裂式水泥稳定碎石,由理论计算指导材料设计,抗裂性能优化更具目的性、有效性,综合运用效果更佳,设计流程更合理,有利于路面结构先进抗裂设计的推广应用,有助于抗裂式水泥稳定碎石在实际工程中设计和使用。
Design method of crack-resistant cement stabilized macadam based on interface weakening
一种基于界面弱化的抗裂式水泥稳定碎石设计方法
ZHAO YONGLI (author) / MA YINCHAO (author)
2023-07-18
Patent
Electronic Resource
Chinese
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