A novel coupling model for risk analysis of swell and shrinkage of expansive soils

Computers and Mathematics with Applications

Volumn 62, Issue 7, 2011, Pages 2854-2861

  Wang, Mingwu ^a   Chen, Guangyi ^a  

^a HEFEI UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Connection number; Expansive soil; Risk; Set pair analysis; Triangular fuzzy number

Indexed keywords

CLASSIFICATION STANDARD; CONFIDENCE INTERVAL; CONFIDENCE LEVELS; CONNECTION NUMBER; COUPLING MODELS; EVALUATION INDEX; EVALUATION RESULTS; EXPANSIVE SOILS; FUZZY MATHEMATIC METHOD; MULTI-ELEMENT; SET PAIR ANALYSIS; STOCHASTIC SIMULATIONS; TRIANGULAR FUZZY NUMBERS;

COMPUTER SIMULATION; FUZZY RULES; FUZZY SET THEORY; FUZZY SYSTEMS; GEOLOGIC MODELS; RISK ANALYSIS; RISK MANAGEMENT; RISKS; SHRINKAGE; SOIL STRUCTURE INTERACTIONS; SOILS; STOCHASTIC MODELS; STOCHASTIC SYSTEMS;

RISK ASSESSMENT;

EID: 80052968583     PISSN: 08981221     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.camwa.2011.07.051     Document Type: Conference Paper

References (11)

1. w65 as identify-cation index of the swelling soil Journal of Engineering Geology 2 1994 15 26
2. S. Li, S. Qin, and Z. Bo China Engineering Geology of Expansive Soil 1992 Jiangsu Science and Technology Press NanJing
3. L. Bao, and X. Liang SOM neural network judgment and validation on swelling and shrinking grade of expansive soil Journal of Chongqing Jiaotong University 28 2009 84 89
4. Y. Liu, Q. Huang, and C. Hu Classification of expansive soil based on fuzzy information optimization disposal Journal of Chang'an University Natural Science Edition 25 2005 15 19 (Pubitemid 40381848)
5. L. Li, and M. Wang Application of information entropy-based variable fuzzy sets theory to evaluate of the grade of shrinkage and expansion for the expansive soils The 10th National Conference of Soil Mechanics and Geotechnical Engineering vol. 1 2007 Chongqing University Press Chongqing 464 468
6. H. Lu, Y. Zhao, L. Kong, and Y. Liu Application of adaptive-network-based fuzzy inference systems to classification of swelling-shrinkage grade of expansive soils Rock and Soil Mechanics 27 2006 908 912 (Pubitemid 44136366)
7. Y. Cai, B. Wang, B. Shi, and H. Fang To judge the swell and shrink grades of expansive soil under GIS environment by fuzzy mathematics Geotechnical Investigation & Surveying 2002 1 4
8. M. Wang, J. Jin, and L. Li Application of extension method to the evaluation of the grade of shrinkage and expansion for the expansive soil Chinese Journal of Geotechnical Engineering 25 2003 754 757
9. K. Zhao Set Pair Analysis and its Preliminary Application 2000 Zhejiang Science and Technology Press Hangzhou
10. M. Wang, L. Li, and J. Jin Set pair analysis-variable fuzzy set model for the evaluation of surrounding rock stability Chinese Journal of Geotechnical Engineering 30 2008 941 944
11. M. Wang, G. Chen, and J. Jin Entropy-based of set pair analysis model for optimization of land consolidation plans Transactions of the CSAE 26 2010 322 325