›› 2006, Vol. 27 ›› Issue (6): 908-912.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Application of adaptive-network-based fuzzy inference systems to classification of swelling-shrinkage grade of expansive soils

LU Hai-bo1, 2, ZHAO Yan-lin1, 3, KONG Ling-wei2, LIU Yu-mei1   

  1. 1. Research Institute of Preventing and Mitigating Disasters, College of Civil Engineering, Guangxi University, Nanning 530004, China; 2. Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 3. Guilin University of Technology, Guilin 541004 ,China
  • Received:2005-08-10 Online:2006-06-10 Published:2013-11-14

PDF (PC)

1105

Abstract: The expansive potential of expansive soils is decided by many factors. It is a multi-factors evaluation problem for classification of swelling-shrinkage grade of expansive soil. The theory of adaptive-network-based fuzzy inference systems (ANFIS) was introduced and subtractive cluster method was applied to deciding fuzzy inference rules. After that, an ANFIS was proposed and applied to two engineerings. Good results were obtained for many test examples. It is concluded that ANFIS can function as BP neural network and fuzzy comprehensive evaluation on classification of swelling-shrinkage grade of expansive soil; and moreover, ANFIS is clearer than BP neural network in network structure and possesses of self-study ability compared with fuzzy comprehensive evaluation. The application of ANFIS on classification of swelling-shrinkage grade of expansive soil is feasible.

Key words: expansive soils, swelling-shrinkage grade, adaptive-network-based fuzzy inference systems

CLC Number: 

  • P 642.13 O 274
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] ZHANG Chun-xiao, XIAO Hong-bin, BAO Jia-miao, YIN Ya-hu, YIN Duo-lin. Stress relaxation model of expansive soils based on fractional calculus [J]. , 2018, 39(5): 1747-1752.
[2] DENG You-sheng, WU Peng, ZHAO Ming-hua, DUAN Bang-zheng，. Strength of expansive soil reinforced by polypropylene fiber under optimal water content [J]. , 2017, 38(2): 349-353.
[3] CAI Jian-tao. Pull-out test on interface behavior between expansive soils and geogrids [J]. , 2015, 36(S1): 204-208.
[4] LI Xin-ming , KONG Ling-wei , GUO Ai-guo , LIU Yu , LIU Xue-dong，. Experimental research on shear strength of expansive soil under wetting-drying cycles based on wrapping method [J]. , 2014, 35(3): 675-682.
[5] ZHANG Xin , SUN Shu-lin , WEI Yong-yao , PAN Xia . Laboratory test study of properties of expansive soil improved by waste foundry sand [J]. , 2012, 33(S2): 209-212.
[6] LI Zhen-yu ，XIAO Hong-bin ，JIN Wen-ting ，YI Wen . Study of nonlinear rheological model of Nanning expansive soils [J]. , 2012, 33(8): 2297-2302.
[7] YU Jin ，WANG Hai ，ZHENG Chun-ting ，CAI Yan-yan ，SONG Lei. Superficial adsorption experiment and water adsorption corroboration for lime modified expansive soils [J]. , 2012, 33(1): 73-77.
[8] LI Qi-ren, WANG Ming-yuan, CAI Jian-tao, SHI Ge-liang. Effect of water content on pull-out behavior of interface between geogrid and compacted expansive soil [J]. , 2010, 31(S2): 175-178.
[9] KONG Ling-wei, ZHOU Bao-chun, BAI Hao1, CHEN Wei. Experimental study of deformation and strength characteristics of Jingmen unsaturated expansive soil [J]. , 2010, 31(10): 3036-3042.
[10] ZHAN Wen-tao, ZHAO Wen-jian, NI Xiao, YANG He-ping. Test verification of Baise expansive soils used as embankment fillings [J]. , 2009, 30(S2): 239-243.
[11] CHENG Yu , SHI Ming-lei , ZHOU Zheng-ming . Aggregation effect of slaked lime on treated expansive soils [J]. , 2008, 29(8): 2209-2214.
[12] ZHOU Bo , CHEN Shan-xiong , YU Fei , XU Xi-chang . An in-situ testing method of swelling pressure on expansive soils [J]. , 2008, 29(12): 3333-3336.
[13] SUN Ji-chao , GAO Quan-chen , YANG Yong-qi , ZHOU Fu-hua , LIU Fei，. Water content memorized expansive model of expansive soils [J]. , 2006, 27(S1): 99-102.
[14] YU Song, CHEN Shan-xiong, XU Xi-chang, YU Fei. Laboratory test study on CMA-treated expansive soils [J]. , 2006, 27(9): 1622-1627.
[15] CHEN Shan-xiong , YU Song , KONG Ling-wei , GUO Ai-guo , LIU Guan-shi,. Study on approach to identification and classification of expansive soils [J]. , 2005, 26(12): 1895-1899.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] WEI Long-hai, WANG Ming-nian, ZHAO Dong-ping, JI Yan-lei. Study of deformation controlling measures for large-span shallow tunnel[J]. , 2010, 31(2): 577 -581 .
[2] CHEN Yun-ping, WANG Si-jing. Elastoplastic response of saturated rocks subjected to multilevel cyclic loading[J]. , 2010, 31(4): 1030 -1034 .
[3] CHEN Yu，ZHANG Qing-he，ZHU Ji-wen，YAO Hai-ming. Coupled fluid-mechanical analysis of DOT shield tunnel construction beneath adjacent existing underpass[J]. , 2010, 31(6): 1950 -1955 .
[4] JIA Qiang，ZHANG Xin. Numerical analysis of slab underpinning construction in development of underground space[J]. , 2010, 31(6): 1989 -1994 .
[5] FU Ce-jian. Experimental study of mechanical properties of saline silt[J]. , 2010, 31(S1): 193 -197 .
[6] DING Wen-qi，YUAN Sen-lin，GAO Xiao-qing，XIE Dong-wu. Research on construction disturbance characteristics caused by super large diameter pipe jacking in electric power tunnel[J]. , 2010, 31(9): 2901 -2906 .
[7] GAO Shu-sheng，QIAN Gen-bao，WANG Bin，YANG Zuo-ming，LIU Hua-xun. Numerical simulation study of mechanism for gas supplying and draining in volcanic gas reservoir in Xinjiang based on dual media model[J]. , 2011, 32(1): 276 -280 .
[8] SONG Yong-jun , HU Wei , WANG De-sheng , ZHOU Jun-lin. Analysis of squeezing effect of compaction piles based on modified Cam-clay model[J]. , 2011, 32(3): 811 -814 .
[9] LUO Yu-long, LUO Gu-huai. Experiments on pipe and filter structures of relief well in Dongting Lake region[J]. , 2009, 30(S2): 110 -113 .
[10] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures[J]. , 2011, 32(S1): 413 -0418 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd