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首页> 外文期刊>Journal of Transportation Engineering >Correlation of Asphalt Concrete Layer Moduli Determined from Laboratory and Nondestructive Field Tests
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Correlation of Asphalt Concrete Layer Moduli Determined from Laboratory and Nondestructive Field Tests

机译:通过实验室和无损现场测试确定的沥青混凝土层模量的相关性

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摘要

The falling weight deflectometer (FWD) is widely used for in situ nondestructive assessment of pavement layer moduli. For this purpose, FWD deflections are used with a number of back-calculation methodologies to come up with layer moduli. Back-calculating layer moduli from FWD deflections collected on thin asphalt concrete (AC) pavements is a challenge because the predicted deflection basin is not sensitive to the AC modulus. This study utilizes the portable seismic pavement analyzer (PSPA) to improve the reliability of back-calculated thin AC layer moduli. Compared with the FWD, the PSPA provides a direct measurement of seismic modulus at a higher load frequency level relative to the frequencies associated with typical truck traffic. Thus, the seismic modulus determined from PSPA tests needs to be corrected with the load frequencies typically used for pavement design. This paper compares AC moduli determined from laboratory dynamic modulus tests with corresponding values determined from FWD and PSPA measurements. The results exhibited favorable correlation between the AC moduli determined from laboratory and field tests at corresponding load frequencies and temperatures. The paper also proposes a methodology to obtain a composite modulus from mixture properties determined from laboratory tests of individual AC lifts for the purpose of comparing the composite modulus with corresponding values determined from field tests. The authors generated master curves of individual AC lifts on the basis of corresponding binder temperature-viscosity relationships and volumetric properties obtained from laboratory tests. A procedure was proposed for correcting PSPA AC seismic modulus at corresponding load frequencies and temperatures by using the master curves with Odemark's assumption. This evaluation showed a promising correlation between the corrected PSPA modulus and FWD back-calculated AC modulus. From this, the authors provide a simple equation as an alternative method for correcting PSPA modulus when the material properties of individual layer are not readily available to employ the proposed methodology.
机译:落锤挠度计(FWD)广泛用于路面层模量的原位无损评估。为此,FWD挠度与许多反算方法一起使用,以得出层模量。根据在薄沥青混凝土(AC)路面上收集的FWD挠度的反算层模量是一个挑战,因为预测的挠度盆地对AC模量不敏感。这项研究利用便携式地震路面分析仪(PSPA)来提高反算薄AC层模量的可靠性。与FWD相比,PSPA可在相对于典型卡车交通相关频率更高的负载频率水平下直接测量地震模量。因此,由PSPA测试确定的地震模量需要用通常用于路面设计的载荷频率进行校正。本文将实验室动态模量测试确定的交流模数与FWD和PSPA测量确定的相应值进行了比较。结果表明,在相应的负载频率和温度下,实验室和现场测试确定的交流模量之间具有良好的相关性。本文还提出了一种方法,该方法可从由单个交流升降机的实验室测试确定的混合性能中获得复合模量,以便将复合模量与由现场测试确定的相应值进行比较。作者根据相应的粘合剂温度-粘度关系和从实验室测试获得的体积特性,生成了各个交流升降机的主曲线。提出了一种使用Odemark假设的主曲线来校正相应负载频率和温度下的PSPA AC地震模量的程序。该评估表明,校正后的PSPA模量与FWD反算的AC模量之间有希望的相关性。据此,作者提供了一个简单的方程式,作为当单独层的材料特性不易使用该拟议方法时校正PSPA模量的替代方法。

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