标题:Risk analysis of shrink and expansion for expansive soils and improved expansive soils in the xinqiao airport runway of hefei
作者:Wang, Mingwu ;Qin, Shuai ;Hua, Peng
通讯作者:Wang, M
作者机构:[Wang, Mingwu ;Qin, Shuai ;Hua, Peng ] School of Civil Engineering, Hefei University of Technology, Hefei 230009, China
会议名称:2011 International Conference on Civil Engineering and Transportation, ICCET 2011
会议日期:October 14, 2011 - October 16, 2011
来源:Applied Mechanics and Materials
出版年:2011
卷:90-93
页码:1307-1312
DOI:10.4028/www.scientific.net/AMM.90-93.1307
摘要:Risk analysis of shrinking and swelling of expansive soils and improved expansive soils with lime (IESL) for airport runway projection is a complex uncertainty problem. To select the rational foundation treatment plan and ensure the safe operation of runway, herein combined with the features of expansive soils in the runway area of Xinqiao international airport of Hefei, a novel risk analysis method was proposed to classify shrinkage and swell of expansive soils and IESLs by means of coupling set pair analysis with stochastic simulation of triangular fuzzy numbers. A function of six elements connection number was introduced to depict hierarchy and fuzziness of membership between the evaluation sample and the classification standard. Moreover, triangular fuzzy numbers simulated by a stochastic simulation method were presented to specify the component coefficients of discrepancy degree. Then a risk analysis model was described to calculate reliable degree corresponding to a confidence interval. Finally, comparisons of shrinkage and swell for foundation treatment plans of different lime content were conducted. The results will provide basis for the risk design and risk management of runway project on the expansive soils. © (2011) Trans Tech Publications.
收录类别:EI
资源类型:会议论文
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