›› 2011, Vol. 32 ›› Issue (7): 2099-2105.

• Geotechnical Engineering • Previous Articles     Next Articles

Support vector machine extrapolation prediction of tunnel arch-top deformation time series based on case-based reasoning

DONG Hui1,HOU Jun-min1,FU He-lin2,YANG Guo-yue1   

  1. 1. College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan, Hunan 411105, China; 2. School of Civil and Architectural Engineering, Central South University, Changsha 410075, China
  • Received:2010-11-16 Online:2011-07-10 Published:2011-06-30

Abstract: An artificial intelligence reasoning and similar case retrieval methodology for tunnel projects characteristics, such as geographic region, monitor position, depth-width ratio, levels of surrounding rock mass and embedded depth of tunnel, and time series of arch-top deformation, is presented aimed at universality of prediction model and extrapolative accuracy. The similar case is searched and analyzed; and a forecast model is further built based on prior resource with LPG new kernel of support vector machine. The efficiencies of method are tested by predicting arch-top subsidence of a tunnel project example. Experimental results show that the approached method is suitable for the study of different tunnels or different sections of same tunnel. The average relative error of regression is 1.36% and the accuracy of extrapolation prediction is up to 97.28% within 8 steps proved case-based reasoning could achieve good prior resource and greatly help to enhance the ability of generalization of support vector machine. The better accuracy and reliability for extrapolative assessment of arch-top deformation can be utilized to server tunnel monitoring measurement

Key words: case-based reasoning, tunnel, arch-top deformation, support vector machine (SVM), extrapolative prediction

CLC Number: 

  • U 452
[1] WEI Gang, ZHANG Xin-hai, LIN Xin-bei, HUA Xin-xin, . Variations of transverse forces on nearby shield tunnel caused by foundation pits excavation [J]. Rock and Soil Mechanics, 2020, 41(2): 635-644.
[2] HOU Gong-yu, XIE Bing-bing, HAN Yu-chen, HU Tao, LI Zi-xiang, YANG Xing-kun, ZHOU Tian-ci, XIAO Hai-lin, . Experimental study and engineering application of coupling performance between distributed embedded optical fiber and tunnel lining [J]. Rock and Soil Mechanics, 2020, 41(2): 714-726.
[3] YANG Zhen-xing, CHEN Jian, SUN Zhen-chuan, YOU Yong-feng, ZHOU Jian-jun, LÜ Qian-qian, . Experimental study on improved seawater slurry for slurry shield [J]. Rock and Soil Mechanics, 2020, 41(2): 501-508.
[4] YU Li, LÜ Cheng, DUAN Ru-yu, WANG Ming-nian, . Upper bound limit analysis of three-dimensional collapse mechanism of shallow buried soil tunnel under pore pressure based on nonlinear Mohr-Coulomb criterion [J]. Rock and Soil Mechanics, 2020, 41(1): 194-204.
[5] WENG Yong-hong, ZHANG Lian, XU Tang-jin, HUANG Shu-ling, DING Xiu-li, . Safety evaluation on interaction of new plug structure and surrounding rock mass under high water head [J]. Rock and Soil Mechanics, 2020, 41(1): 242-252.
[6] WANG Zhong-kai, XU Guang-li. Influence range and quantitative prediction of surface deformation during shield tunnelling and exiting stages [J]. Rock and Soil Mechanics, 2020, 41(1): 285-294.
[7] ZHANG Ding-wen, LIU Zhi-xiang, SHEN Guo-gen, E Jun-yu, . Measurement of earth pressure of shallow buried tunnel with super large diameter and applicability evaluation of calculation method [J]. Rock and Soil Mechanics, 2019, 40(S1): 91-98.
[8] LI Zhi-cheng, FENG Xian-dao, SHENG Li-long, . Experimental study of deformation characteristics of pebble cushion with furrow for immersed tunnel [J]. Rock and Soil Mechanics, 2019, 40(S1): 189-194.
[9] ZHANG Zhi-guo, LI Sheng-nan, ZHANG Cheng-ping, WANG Zhi-wei, . Analysis of stratum deformation and lining response induced by shield construction considering influences of underground water level rise and fall [J]. Rock and Soil Mechanics, 2019, 40(S1): 281-296.
[10] CHEN Wu, ZHANG Guo-hua, WANG Hao, ZHONG Guo-qiang, WANG Cheng-tang, . Evaluation of possibility of tunnel collapse by drilling and blasting method based on T-S fuzzy fault tree [J]. Rock and Soil Mechanics, 2019, 40(S1): 319-328.
[11] DING Zhi, ZHANG Xiao, JIN Jie-ke, WANG Li-zhong, . Measurement analysis on whole excavation of foundation pit and deformation of adjacent metro tunnel [J]. Rock and Soil Mechanics, 2019, 40(S1): 415-423.
[12] CHEN Wu, ZHANG Guo-hua, WANG Hao, CHEN Li-biao, . Risk assessment of mountain tunnel collapse based on rough set and conditional information entropy [J]. Rock and Soil Mechanics, 2019, 40(9): 3549-3558.
[13] ZHANG Yi-hu, WU Ai-qing, ZHOU Huo-ming, WANG Shuai, LUO Rong, FAN Lei. Review of bearing capacity and deformation characteristics of tunnel- type anchorage for suspension bridge [J]. Rock and Soil Mechanics, 2019, 40(9): 3576-3584.
[14] YAN Jian, HE Chuan, YAN Qi-xiang, XU Jin-hua, . In-situ test and calculational analysis on frost heaving force of moraine stratum in Que’er moutain tunnel [J]. Rock and Soil Mechanics, 2019, 40(9): 3593-3602.
[15] YANG Wen-bo, ZOU Tao, TU Jiu-lin, GU Xiao-xu, LIU Yu-chen, YAN Qi-xiang, HE Chuan. Analysis of dynamic response of horseshoe cross-section tunnel under vibrating load induced by high-speed train [J]. Rock and Soil Mechanics, 2019, 40(9): 3635-3644.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] LI Jing,MIAO Lin-chang,ZHONG Jian-chi,FENG Zhao-xiang. Deformation and damping characteristics of EPS beads-mixed lightweight soil under repeated load-unloading[J]. , 2010, 31(6): 1769 -1775 .
[3] LIANG Jian-wei, FANG Ying-guang, GU Ren-guo. Analysis of microelectric field effect of seepage in tiny-particle clay[J]. , 2010, 31(10): 3043 -3050 .
[4] LI Xiu-zhen,WANG Cheng-hua,DENG Hong-yan. A comparison of distance and Fisher discrimination methods applied to identifying potential landslides[J]. , 2011, 32(1): 186 -192 .
[5] GU Shuan-cheng, SU Pei-li, WANG Jian-wen, WANG Hong-ke. Study of peculiarity of burnt rock mass and its grouting spreading behavior[J]. , 2009, 30(S2): 60 -63 .
[6] JI Wu-jun. Investigation and analysis of engineering problems for loess tunnels[J]. , 2009, 30(S2): 387 -390 .
[7] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[8] CHEN Li-wen, SUN De-an. Bifurcation analysis of overconsolidated clays with soil-water coupling along different stress paths[J]. , 2011, 32(10): 2922 -2928 .
[9] ZHENG Gang ZHANG Li-ming DIAO Yu. Analysis of working performance of piles beneath excavation bottom and settlement calculation[J]. , 2011, 32(10): 3089 -3096 .
[10] ZHAO Ming-hua, LEI Yong, ZHANG Rui. Study of punching failure mode and safe thickness of pile foundation in karst region[J]. , 2012, 33(2): 524 -530 .