{"title":"砂块法测定沥青路面表面纹理深度的修正","authors":"Bo Zhou , Bochao Zhou , Zeyuan Han , Xinrui Xie","doi":"10.1016/j.measurement.2025.118186","DOIUrl":null,"url":null,"abstract":"<div><div>To enhance the accuracy of the sand patch method, this study proposes an improved sand patch method based on the original one through pre-test. The research has demonstrated that the mean texture depth (MTD) by the original sand patch method has a large fluctuation and low accuracy, measured supported by extensive on-site testing with a relative error ranging from 3.4 % to 55.0 %. In order to improve its precision, this study adopted a stepwise sand volume to determine the sand spreading diameter and proposed the steady-state range for both. The results showed that the steady-state range of sand volume and diameter varies under different texture depths. The recommended sand spreading volume for lower texture depth (MTD < 0.5 mm) is 25 ml, and for medium texture depth (0.5 mm < MTD < 1 mm) is 50 ml, and for higher texture depth (1 mm < MTD < 1.25 mm) is 75 ml. To facilitate on-site testing, a sand spreading diameter of 25 cm can be used as the criterion. Starting with a sand volume of 25 ml, the sand is spread incrementally bu step of 25 ml until the diameter reaches 25 cm, then the test data obtained is considered valid. The improved sand patch method has a relative error ranging from 3.3 % to 4.6 %, significantly enhancing the stability and accuracy of pavement texture depth test, successfully overcoming the limitations of the original sand patch method.</div></div>","PeriodicalId":18349,"journal":{"name":"Measurement","volume":"256 ","pages":"Article 118186"},"PeriodicalIF":5.2000,"publicationDate":"2025-06-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Correction of the determination for asphalt pavement surface texture depth by sand patch method\",\"authors\":\"Bo Zhou , Bochao Zhou , Zeyuan Han , Xinrui Xie\",\"doi\":\"10.1016/j.measurement.2025.118186\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>To enhance the accuracy of the sand patch method, this study proposes an improved sand patch method based on the original one through pre-test. The research has demonstrated that the mean texture depth (MTD) by the original sand patch method has a large fluctuation and low accuracy, measured supported by extensive on-site testing with a relative error ranging from 3.4 % to 55.0 %. In order to improve its precision, this study adopted a stepwise sand volume to determine the sand spreading diameter and proposed the steady-state range for both. The results showed that the steady-state range of sand volume and diameter varies under different texture depths. The recommended sand spreading volume for lower texture depth (MTD < 0.5 mm) is 25 ml, and for medium texture depth (0.5 mm < MTD < 1 mm) is 50 ml, and for higher texture depth (1 mm < MTD < 1.25 mm) is 75 ml. To facilitate on-site testing, a sand spreading diameter of 25 cm can be used as the criterion. Starting with a sand volume of 25 ml, the sand is spread incrementally bu step of 25 ml until the diameter reaches 25 cm, then the test data obtained is considered valid. The improved sand patch method has a relative error ranging from 3.3 % to 4.6 %, significantly enhancing the stability and accuracy of pavement texture depth test, successfully overcoming the limitations of the original sand patch method.</div></div>\",\"PeriodicalId\":18349,\"journal\":{\"name\":\"Measurement\",\"volume\":\"256 \",\"pages\":\"Article 118186\"},\"PeriodicalIF\":5.2000,\"publicationDate\":\"2025-06-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Measurement\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0263224125015453\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Measurement","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0263224125015453","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
Correction of the determination for asphalt pavement surface texture depth by sand patch method
To enhance the accuracy of the sand patch method, this study proposes an improved sand patch method based on the original one through pre-test. The research has demonstrated that the mean texture depth (MTD) by the original sand patch method has a large fluctuation and low accuracy, measured supported by extensive on-site testing with a relative error ranging from 3.4 % to 55.0 %. In order to improve its precision, this study adopted a stepwise sand volume to determine the sand spreading diameter and proposed the steady-state range for both. The results showed that the steady-state range of sand volume and diameter varies under different texture depths. The recommended sand spreading volume for lower texture depth (MTD < 0.5 mm) is 25 ml, and for medium texture depth (0.5 mm < MTD < 1 mm) is 50 ml, and for higher texture depth (1 mm < MTD < 1.25 mm) is 75 ml. To facilitate on-site testing, a sand spreading diameter of 25 cm can be used as the criterion. Starting with a sand volume of 25 ml, the sand is spread incrementally bu step of 25 ml until the diameter reaches 25 cm, then the test data obtained is considered valid. The improved sand patch method has a relative error ranging from 3.3 % to 4.6 %, significantly enhancing the stability and accuracy of pavement texture depth test, successfully overcoming the limitations of the original sand patch method.
期刊介绍:
Contributions are invited on novel achievements in all fields of measurement and instrumentation science and technology. Authors are encouraged to submit novel material, whose ultimate goal is an advancement in the state of the art of: measurement and metrology fundamentals, sensors, measurement instruments, measurement and estimation techniques, measurement data processing and fusion algorithms, evaluation procedures and methodologies for plants and industrial processes, performance analysis of systems, processes and algorithms, mathematical models for measurement-oriented purposes, distributed measurement systems in a connected world.