路面层模量评价中的多道地震波分析

N. Rydén, P. Ulriksen, U. Ekdahl, C. Park, Richard D. Miller
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引用次数: 1

摘要

介绍了一种新的地震技术在路面层模量无损检测中的应用结果。该方法基于多通道表面波分析(MASW)方法和单接收机(MSOR)多通道仿真。MSOR方法使用一个加速度计(接收器)、一个光锤(源)和一个单通道记录设备,以快速和简单的方式生成模拟的多通道记录。在实例研究中,表面波的频散曲线显示出与不同刚度层相关的不同分支。通过对分支、地震速度和共振频率的客观观察,我们评估了具有不同刚度特性的层数、动态e模量、泊松比和顶部沥青层的厚度。我们建议在反算落锤偏转计(FWD)数据时使用这些信息。相关摘要见ITRD E118503。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Multichannel Analysis of Seismic Waves for Layer Moduli Evaluation of Pavements
Results from the application of a new seismic technique for non-destructive testing of pavement layer moduli are presented. The method is based on the multichannel analysis of surface waves (MASW) method and multichannel simulation with one receiver (MSOR). The MSOR method uses one accelerometer (receiver), a light hammer (source), and a single-channel recording device to generate a simulated multichannel record in a fast and simple manner. In the case study presented, the dispersion curve of surface waves shows different branches associated with the layers of different stiffness. From an objective observation of branches, seismic velocities, and resonant frequencies we evaluate the total number of layers with different stiffness properties, the dynamic E-modulus, Poisson's ratio, and thickness of the top asphalt layers. We propose using this information in the backcalculation of Falling Weight Deflectometer (FWD) data. For the covering abstract see ITRD E118503.
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