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沥青路面的温度状况及弯沉和曲率半径测定中的温度修正系数
引用本文:左明文,林绣贤.沥青路面的温度状况及弯沉和曲率半径测定中的温度修正系数[J].同济大学学报(自然科学版),1987(4).
作者姓名:左明文  林绣贤
作者单位:同济大学道路与交通工程系 (左明文),同济大学道路与交通工程系(林绣贤)
摘    要:沥青路面的强度随温度的变化而不同,因此评价路面强度时,必须首先掌握沥青路面的强度与温度之间的关系。本文根据大量的系统观测数据,分析研究了沥青路面的温度状况及其规律性,对实用中的主要问题,即代表温度的确定及推算方法,强度的温度修正系数等,提出了新的可行方法。本文方法已为有关“规范”采用。

关 键 词:沥青路面  路面弯沉  温度  修正

Temperature Conditions of Bituminous Pavements and Coefficient of Temperature Correction for Measuring the Surface Deflection and Radius of Curvature
Zuo Mingwen,Lin Xiuxian.Temperature Conditions of Bituminous Pavements and Coefficient of Temperature Correction for Measuring the Surface Deflection and Radius of Curvature[J].Journal of Tongji University(Natural Science),1987(4).
Authors:Zuo Mingwen  Lin Xiuxian
Institution:Zuo Mingwen;Lin Xiuxian Department of Road and Traffic Engineering
Abstract:Since the strength of bituminous pavements varies with change of temperature,it is primarily important to find out the relation between strength and tempera-ture for evaluating the strength of bituminous pavements. Based on a large numberof systematic observing data, this paper investigates the temperature conditions ofbituminous pavements and their regularity and presents an applicable method todetermine the representative temperature, coefficient of temperature correctionand pavement strength. These are the major problems in practical application. Thismethod has been adopted by the "Specification".
Keywords:Bituminous pavements  Pavement deflections  Temperature  Correction
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