›› 2011, Vol. 32 ›› Issue (12): 3623-3629.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A new approach to expressway slope stability assessment

ZHANG Ju-lian1, SHEN Ming-rong1, 2   

  1. 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
  • Received:2010-08-29 Online:2011-12-10 Published:2011-12-13

Abstract: In order to evaluate expressway slope stability rapidly and accurately based on a small amount of indoor and field tests during initial survey, this paper presents a new slope stability assessment method. Based on slope data from Fujian expressways, field slope stability condition was investigated, and 14 factors that might affect the slope stability were collected; then the Logistic stepwise regression was used to select significant factors, and finally a slope stability evaluation Logistic regression model with significant factors as independent variables and field slope stability condition as dependent variable was established. This model meets goodness-of-fit test, it is very stable, and its predictive results are very accurate. Moreover, the factors investigated are relatively easy to obtain; the model can handle qualitative variables; it can also assess the slope stability conveniently and rapidly. Thus, the Logistic regression method for slope stability evaluation can be widely applied to expressway slope engineering.

Key words: Logistic regression, expressway slopes, slope stability evaluation, impact factor, dependent variable

CLC Number: 

  • U 412.36
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