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路基膨胀土胀缩等级的物元可拓识别模型
引用本文:王广月,马华月,刘健.路基膨胀土胀缩等级的物元可拓识别模型[J].公路交通科技,2005,22(11):30-33.
作者姓名:王广月  马华月  刘健
作者单位:1. 山东大学土建与水利学院,山东,济南,250061
2. 菏泽市公路局,山东,菏泽,274000
摘    要:应用可拓学的理论与方法,基于可拓学中的可拓集合变换和相关函数分析法,给出了膨胀土胀缩等级的经典域物元和节域物元,并建立了膨胀土胀缩等级的物元可拓识别模型。通过具体的计算示例说明了该方法的应用步骤,并对该方法的合理性和有效性进行了验证。

关 键 词:膨胀土  胀缩等级  物元  可拓学
文章编号:1002-0268(2005)11-0030-04
收稿时间:2004-07-28
修稿时间:2004年7月28日

Matter-element Extension Model of Expansive Soils' Expansive Scale in Embankments
WANG Guang-Yue,MA Hua-yue,LIU Jian.Matter-element Extension Model of Expansive Soils'''' Expansive Scale in Embankments[J].Journal of Highway and Transportation Research and Development,2005,22(11):30-33.
Authors:WANG Guang-Yue  MA Hua-yue  LIU Jian
Institution:1. School of Civil Engineering, Shandong University, Shandong Jinan 250061, China; 2. Highway Management Department of Heze, Shandong Heze 274000, China
Abstract:By using extensics theory and method,the classical field matter-elements and segment field matter-elements are put forward on the basis of transformation of extensive set and analysis of correlation function,and matter-element extension model of expansive soils' expansive scale is established.An example is given to explain the procedure of the method,and reasonableness and effectiveness of this method is proved by the example.
Keywords:Expansive soils  Expansive scale  Matter-element  Extensics
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