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Volume 36 Issue 8
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Abstract
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WANG Ming-wu, ZHAO Kui-yuan, ZHANG Li-biao. A novel evaluation model based on connectional expectation for swelling-shrinkage grade of untreated and treated expansive clay[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1553-1557. DOI: 10.11779/CJGE201408023
Citation: WANG Ming-wu, ZHAO Kui-yuan, ZHANG Li-biao. A novel evaluation model based on connectional expectation for swelling-shrinkage grade of untreated and treated expansive clay[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1553-1557. DOI: 10.11779/CJGE201408023
shu

A novel evaluation model based on connectional expectation for swelling-shrinkage grade of untreated and treated expansive clay

  • School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China

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  • Received Date: October 27, 2013
  • Published Date: August 18, 2014
    Graphical Abstract
    • Abstract
  • Evaluation of swelling-shrinkage grade for untreated and treated expansive clay is a complex system problem since it involves the uncertainty of human thinking, multiple types and variations of influence factors. Based on the interval number theory and coupling analytical method of set pair analysis, evaluation indices and classification standard are first described in interval numbers. Then connectional expectation and an analytical model are proposed to interpret the certainty and uncertainty, and evolvement trend of swelling-shrinkage grade in a unified way. The results from practical application and comparison with other methods show that the proposed model is feasible and reliable, and simplifies the analytical process of interval number relationship. It also serves as a reference method for other similar problems.
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    • References (18)
  • [1]
    刘松玉, 季 鹏, 方 磊. 击实膨胀土的循环膨胀特性研究[J]. 岩土工程学报, 1999, 21(1): 9-13. (LIU Song-yu, JI Peng, FANG Lei. Approach to cyclic swelling behavior of compacted expansive clays[J]. Chinese Jounal of Geotechnical Engineering, 1999, 21(1): 9-13. (in Chinese))
    [2]
    WANG M, LI J, GE S, et al. Moisture migration tests on unsaturated expansive clays in Hefei, China[J]. Applied Clay Science, 2013, 79: 30-35.
    [3]
    唐朝生, 施 斌. 干湿循环过程中膨胀土的胀缩变形特征[J]. 岩土力学, 2011, 33(9): 1376-1384. (TANG Chao-sheng, SHI Bin. Swelling and shrinkage behaviour of expansive soil during wetting-drying cycles[J]. Rock and Soil Mechanics, 2011, 33(9): 1376-1384. (in Chinese))
    [4]
    汪明武, 杨江峰, 李 健, 等. 合肥新桥机场原状非饱和膨胀土的土水特性研究[J]. 工业建筑, 2012, 42(12): 41-45. (WANG Ming-wu, YANG Jiang-feng, LI Jian, et al. Soil-water characteristics of undisturbed and unsaturated expansive clays in the Xinqiao international airport area of Hefei[J]. Industrial Construction, 2012, 42(12): 41-45. (in Chinese))
    [5]
    陈新民, 李生林. 膨胀土判别与分类的灰色关联分析法[J].岩土力学, 1996, 17(4): 30-34. (CHEN Xin-min, LI Sheng-lin. A new approach for identification and classification of expansive soils with grey correlation analysis[J]. Rock and Soil Mechanics, 1996, 17(4): 30-34. (in Chinese))
    [6]
    罗文柯, 杨果林. 模糊数学对湖南膨胀土分类与判别实际工程应用研究[J]. 南华大学学报(自然科学版), 2006, 20(2): 12-16. (LUO Wen-ke, YANG Guo-lin. Practical application of fuzzy mathematics into classification and judgement of expansive soil in Hunan[J]. Journal of Nanhua University (Science and Technology), 2006, 20(2): 12-16. (in Chinese))
    [7]
    吕海波, 赵艳林, 孔令伟, 等. 自适应模糊神经网络在膨胀土胀缩等级分类中的应用[J]. 岩土力学, 2006, 27(6): 908-912. (LÜ Hai-bo, ZHAO Yan-lin, KONG Ling-wei, et al. Application of adaptive-network-based fuzzy inference systems to classification of swelling-shrinkage grade of expansive soils[J]. Rock and Soil Mechanics, 2006, 27(6): 908-912. (in Chinese))
    [8]
    汪明武, 金菊良, 李 丽. 可拓学在膨胀土胀缩等级评判中的应用[J]. 岩土工程学报, 2003, 25(6): 754-757. (WANG Ming-wu, JIN Ju-liang, LI Li. Application of extension method to the evaluation of the grade of shrinkage and expansion for the expansive soil[J]. Chinese Journal of Geotecnical Engineering, 2003, 25(6): 754-757. (in Chinese))
    [9]
    WANG M, CHEN G. A novel coupling model for risk analysis of swell and shrinkage of expansive soils[J]. Computers and Mathematics with Applications, 2011, 62(7): 854-2861.
    [10]
    SENGUPTA A, PAL T K. On comparing interval numbers[J]. European Journal of Operational Research, 2000, 127(1): 28-43.
    [11]
    赵克勤. 集对分析及其初步应用[M]. 杭州: 浙江科学技术出版社, 2000. (ZHAO Ke-qin. Set pair analysis and its preliminary application[M]. Hangzhou: Zhejiang Science and Technology Press, 2000. (in Chinese))
    [12]
    WANG M, XU P, LI J, et al. A novel set pair analysis method based on variable weights for liquefaction evaluation[J]. Natural Hazards, 2014, 70(2): 1527-1534.
    [13]
    汪明武, 李 丽, 金菊良. 围岩稳定性集对分析-可变模糊集综合评价模型[J]. 岩土工程学报, 2008, 30(6): 941-944. (WANG Ming-wu, LI Li, JIN Ju-liang. Set pair analysis-Variable fuzzy set model for evaluation of stability of surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 941-944. (in Chinese))
    [14]
    汪明武, 陈光怡, 金菊良. 基于多元联系数—三角模糊数随机模拟的围岩稳定性风险评价[J]. 岩土工程学报, 2011, 33(4): 643-647. (WANG Ming-wu, CHEN Guang-yi, JIN Ju-liang. Risk evaluation of surrounding rock stability based on stochastic simulation of multi-element connection number and triangular fuzzy numbers[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 643-647. (in Chinese))
    [15]
    汪明武, 金菊良, 周玉良. 集对分析耦合分析方法与应用[M]. 北京: 科学出版社, 2014. (WANG Ming-wu, JIN Ju-liang, ZHOU Yu-liang. Set pair analysis based coupling methods and applictions[M]. Beijing: Science Press, 2014. (in Chinese))
    [16]
    汪明武, 李 健, 徐 鹏, 等. 膨胀土与石灰改良膨胀土胀缩性的云模型评价[J]. 东南大学学报（自然科学版）, 2014, 44(2): 396-400. (WANG Ming-wu, LI Jian, XU Peng, et al. A cloud model for shrinkage-swelling property classification of untreated and lime-treated expansive clays[J]. Journal of Southeast University (Natural Science Edition), 2014, 44(2): 396-400. (in Chinese))
    [17]
    蔡 奕, 王宝军, 施 斌, 等. GIS环境下膨胀土胀缩等级的模糊数学评判[J]. 工程勘察, 2002(2): 1-4. (CAI Yi, WANG Bao-jun, SHI Bin, et al. To judge the swell and shrink grades of expansive soil under GIS environment by fuzzy mathematics[J]. Geotechnical Investigation and Surveying, 2002(2): 1-4. (in Chinese))
    [18]
    李 健, 徐 鹏, 秦 帅, 等. 膨胀土与改良土胀缩性等级评价[J]. 合肥工业大学学报(自然科学版), 2013, 36(8): 969-973. (LI Jian, XU Peng, QIN Shuai, et al. Classification model for shrinkage-swelling of expansive clay and improved expansive clay[J]. Journal of Hefei University of Technolgoy (Natural Science), 2013, 36(8): 969-973. (in Chinese))
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