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Roadbed modulus inversion method for asphalt pavement structure
The invention discloses a roadbed modulus inversion method for an asphalt pavement structure, and relates to the technical field of road engineering. Comprising the steps of obtaining pavement structure data, FWD detection data and an inertia point parameter model, determining a trial calculation range and an initial trial calculation value of the roadbed modulus of the asphalt pavement structure, inputting the pavement structure data into the inertia point parameter model to obtain an inertia point position and a theoretical deflection value, and determining actually measured deflection corresponding to the inertia point position according to the FWD detection data, and by calculating the deflection difference between the theoretical deflection and the actual deflection at the inertia point, when the deflection difference is within a set range, outputting a roadbed inversion modulus value. According to the invention, the effect of accurate inversion of the roadbed modulus can be realized.
本发明公开了一种用于沥青路面结构的路基模量反演方法,涉及道路工程技术领域。包括获取路面结构数据、FWD检测数据和惰性点参数模型,确定沥青路面结构路基模量的试算范围和初始试算值,将路面结构数据输入惰性点参数模型获得惰性点位置和理论弯沉值,根据FWD检测数据确定惰性点位置对应的实测弯沉,通过计算惰性点处理论弯沉和实际弯沉之间的弯沉差,当弯沉差位于设定范围内,输出路基反演模量值。本发明可以实现路基模量的精确化反演的效果。
Roadbed modulus inversion method for asphalt pavement structure
The invention discloses a roadbed modulus inversion method for an asphalt pavement structure, and relates to the technical field of road engineering. Comprising the steps of obtaining pavement structure data, FWD detection data and an inertia point parameter model, determining a trial calculation range and an initial trial calculation value of the roadbed modulus of the asphalt pavement structure, inputting the pavement structure data into the inertia point parameter model to obtain an inertia point position and a theoretical deflection value, and determining actually measured deflection corresponding to the inertia point position according to the FWD detection data, and by calculating the deflection difference between the theoretical deflection and the actual deflection at the inertia point, when the deflection difference is within a set range, outputting a roadbed inversion modulus value. According to the invention, the effect of accurate inversion of the roadbed modulus can be realized.
本发明公开了一种用于沥青路面结构的路基模量反演方法,涉及道路工程技术领域。包括获取路面结构数据、FWD检测数据和惰性点参数模型,确定沥青路面结构路基模量的试算范围和初始试算值,将路面结构数据输入惰性点参数模型获得惰性点位置和理论弯沉值,根据FWD检测数据确定惰性点位置对应的实测弯沉,通过计算惰性点处理论弯沉和实际弯沉之间的弯沉差,当弯沉差位于设定范围内,输出路基反演模量值。本发明可以实现路基模量的精确化反演的效果。
Roadbed modulus inversion method for asphalt pavement structure
一种用于沥青路面结构的路基模量反演方法
HU YUE (author) / SUN LIJUN (author) / CHENG HUAILEI (author) / YANG RUIKANG (author)
2024-10-15
Patent
Electronic Resource
Chinese
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