首页> 外文会议>Symposium on the Application of Geophysics to Engineering and Environmental Problems >ASSESSMENT OF ASPHALT PAVEMENT STRUCTURE USING INTEGRATED GEOPHYSICAL TECHNIQUES ALONG IJEBU-ODE-IBADAN EXPRESS WAY,SOUTHWESTERN NIGERIA
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ASSESSMENT OF ASPHALT PAVEMENT STRUCTURE USING INTEGRATED GEOPHYSICAL TECHNIQUES ALONG IJEBU-ODE-IBADAN EXPRESS WAY,SOUTHWESTERN NIGERIA

机译:尼日利亚西南部Ijebu-Ode-Ibadan Express Ways的综合地球物理技术评估沥青路面结构

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Pavement quality is a major concern to transport engineers,where the pavement thickness and subgrade are key items associated with the in-situ pavement conditions.Most pavement structure in Nigeria today fail few years after construction,hence they are of great concern to road users.However,the Ijebu-Ode-Ibadan road in Southwestern Nigeria has been found stable for decades with little repair.Its stability has prompted an investigation using integrated geophysical techniques to assess its integrity.The study carried out on some selected portions of the 65 km asphalt pavement involves use of GSSI400 MHz Ground Penetrating Radar(GPR)equipment and electrical resistivity method of Vertical Electrical Sounding(VES)using Schlumberger array.The 400 MHz antenna system was run on seven longitudinal profiles with average length of 1.4 km along the selected portions of the road.The GPR data were analyzed using Radan7 software to delineate pavement structure layers,defects and thicknesses.The VES was carried out on four of the seven profiles at 100 m interval between VES points to determine the composition of the subgrade materials and the data analyzed with Winrest software.Test pits were dug on the road and measurements of thickness of various layers were taken to validate the GPR results.The GPR data reveals that the pavement structure had three distinct layers which are the asphalt layer,base and sub-base with average thickness of 620 mm and was confirmed by the test pits result.The geo-electric sections obtained from the VES results revealed the geological composition of the sub-grade to be lateritic clay of varying thickness along the section which supports the structure under investigation.The integrated techniques have provided useful information that could be used as a quality control check and could assist government to formulate appropriate policies to improve and standardize future asphalt pavement construction.
机译:路面质量是运输工程师的主要关注点,其中路面厚度和路基是与原位路面条件相关的关键项。尼日利亚的最多次数在施工后几年失败,因此他们对道路使用者非常关心。然而,在尼日利亚西南部的Ijebu-ode-ilbadan路几十年已经发现了几十年的修复。稳定性促使使用综合地球物理技术促进了调查来评估其完整性。该研究在65 km沥青的一些选定部分上进行了研究路面涉及使用钢板阵列使用GSSI400 MHz地面穿透雷达(GPR)设备和垂直电气探测(VES)的电阻率法。400 MHz天线系统在七个纵向型材上运行,平均长度沿所选部分1.4公里这条路。使用Radan7软件分析GPR数据来描绘路面结构层,缺陷和厚度。VES W如在VES点之间的七个档案中的四个七个档案中进行的,以确定路基材料的组成和使用WinREST软件分析的数据。在路上挖出凹坑,并采取各层厚度的测量来验证GPR数据显示,路面结构具有三个不同的层,其是沥青层,基部和子底座,平均厚度为620mm,并通过测试凹坑结果证实。从VES结果透露了沿着支持该结构在调查的结构的厚度的外形粘土的地质组成。综合技术提供了可用作质量控制检查的有用信息,并可以帮助政府制定政府改善和标准化未来沥青路面建设的适当政策。

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