基于紧密度法的公路路基路面震害预测改进方法

Jia Lee, Junqi Lin, Jinlong Liu
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引用次数: 2

摘要

本文以5.12汶川地震震害数据为基础,结合非线性回归法得到的公路路基和路面震害预测的改进方法,提出了一种基于贴近度的地震震害预测方法。该方法采用模糊识别方法确定某路段的震害等级。为了进行模糊识别,还给出了震害等级模糊集的隶属函数,利用紧密度法对震害隶属函数进行模糊识别后,得到相应路段的震害预测结果。最后,以汶川地震震害数据为例进行了实例分析。算例结果表明,这种利用贴近度进行震害预测的新方法确实具有较高的精度,是公路路面和路基震害预测的又一有效实用的方法。该方法也为今后相关项目的研究提供了参考。
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An Improved Method for Earthquake Damage Prediction of Highway Subgrade and Pavement Based on Closeness Degree Method
In this article, based on the earthquake damage data of ‘5.12’ Wenchuan Earthquake and the improved method of earthquake damage prediction of highway subgrade and pavement which is obtained by using nonlinear regression method, a new method using closeness degree is given. This new method uses fuzzy recognition to determine the earthquake damage level of certain road section. In order to conduct fuzzy recognition, the membership function of the fuzzy set of the damage grade is also given, after conducting fuzzy recognition for membership function of earthquake damage using closeness degree method, the earthquake damage prediction results of corresponding road sections will be obtained. Finally, an example is given based on the data of earthquake damage in Wenchuan earthquake. The results of the example show that this new method of earthquake damage prediction using closeness degree indeed has higher accuracy, which proves it another effective and practical method for earthquake damage prediction of highway pavement and subgrade. This method also provides a reference for future research on related projects.
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