›› 2010, Vol. 31 ›› Issue (2): 503-508.

• Geotechnical Engineering • Previous Articles     Next Articles

On choice of hyper-parameters of support vector machines for time series regression and prediction with orthogonal design

WAN Zhi1, 2, DONG Hui3, LIU Bao-chen1   

  1. 1. School of Civil and Architectural Engineering, Central South University, Changsha 410075, China; 2. Hunan Communications Research Institute, Changsha 410015, China; 3. College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan 411105, China
  • Received:2008-07-11 Online:2010-02-10 Published:2010-03-24

Abstract:

Selection of the hyper-parameters is critical to the performance of support vector machines (SVM), directly impacting the generalization and regression efficacy of the SVM. An orthogonal experimental design procedure for hyper-parameter selection (ODPS) is clearly desirable given the intractable problem of exhaustive search methods. The authors' previous work in this area involved analyzing the range value of hyper-parameters for SVM of mixed kernel which has been proved and showed a higher convergence rate and a greater flexibility in learning a problem space than single kernel functions, and determining experimental levels for different parameters in order to guide the hyper-parameter selection process. The method selects hyper-parameters optimal composition in terms of orthogonal and interaction effect of hyper-parameters. The results of the performed engineering experiments for the prediction of two typical landslide deformation time series confirmed the reliability and advantage of the proposed approach.

Key words: orthogonal design, support vector machines, hyper-parameters, time series regression, landslide

CLC Number: 

  • TU 457
[1] CHEN He, ZHANG Yu-fang, ZHANG Xin-min, WEI Shao-wei, . Full-scale model experiments on anti-sliding characteristics of high-pressure grouting steel-tube micropiles [J]. Rock and Soil Mechanics, 2020, 41(2): 428-436.
[2] YU Yi-fan, WANG Ping, WANG Hui-juan, XU Shu-ya, GUO Hai-tao, . Physical model test of seismic dynamic response to accumulative landslide [J]. Rock and Soil Mechanics, 2019, 40(S1): 172-180.
[3] YAN Guo-qiang, YIN Yue-ping, HUANG Bo-lin, ZHANG Zhi-hua, DAI Zhen-wei, . Formation mechanism and deformation characteristics of Jinjiling landslide in Wushan, Three Gorges Reservoir region [J]. Rock and Soil Mechanics, 2019, 40(S1): 329-340.
[4] HUANG Xiao-hu, LEI De-xin, XIA Jun-bao, YI Wu, ZHANG Peng, . Forecast analysis and application of stepwise deformation of landslide induced by rainfall [J]. Rock and Soil Mechanics, 2019, 40(9): 3585-3592.
[5] DENG Mao-lin, YI Qing-lin, HAN Bei, ZHOU Jian, LI Zhuo-jun, ZHANG Fu-ling, . Analysis of surface deformation law of Muyubao landslide in Three Gorges reservoir area [J]. Rock and Soil Mechanics, 2019, 40(8): 3145-3152.
[6] YUGuo, XIE Mo-wen, HU Qing-zhong, JIN Yu-peng, . A method for calculating the three-dimensional landslide speed of reservoir bank based on GIS [J]. Rock and Soil Mechanics, 2019, 40(7): 2781-2788.
[7] ZHAO Jiu-bin, LIU Yuan-xue, LIU Na, HU Ming, . Spatial prediction method of regional landslide based on distributed bp neural network algorithm under massive monitoring data [J]. Rock and Soil Mechanics, 2019, 40(7): 2866-2872.
[8] WANG Xiang-nan, LI Quan-ming, YU Yu-zhen, YU Jia-lin, LÜ He, . Simulation of the failure process of landslides based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(6): 2435-2442.
[9] YANG Zong-ji, CAI Huan, LEI Xiao-qin, WANG Li-yong, DING Peng-peng, QIAO Jian-ping, . Experiment on hydro-mechanical behavior of unsaturated gravelly soil slope [J]. Rock and Soil Mechanics, 2019, 40(5): 1869-1880.
[10] PEI Xiang-jun, ZHU Ling, CUI Sheng-hua, ZHANG Xiao-chao, LIANG Yu-fei, GAO Hui-hui, ZHANG Zi-dong. Liquefaction characteristics of interlayer dislocation zone of Daguangbao landslide and its start-up cause [J]. Rock and Soil Mechanics, 2019, 40(3): 1085-1096.
[11] ZHANG Long-fei, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, KANG Tian. Mechanical model and stability analysis of progressive failure for thrust-type gently inclined shallow landslide [J]. Rock and Soil Mechanics, 2019, 40(12): 4767-4776.
[12] JIANG Qiang-qiang, JIAO Yu-yong, SONG Liang, WANG Hao, XIE Bi-ting, . Experimental study on reservoir landslide under rainfall and water-level fluctuation [J]. Rock and Soil Mechanics, 2019, 40(11): 4361-4370.
[13] LIU Yong, HU Bao-dan, CHEN Zhe. A similarity measurement method for multiple information data of landslide [J]. Rock and Soil Mechanics, 2019, 40(10): 4001-4010.
[14] HUANG Jian, YAO Yang-ping. A practical model for predicting the failure time of high fill slope [J]. Rock and Soil Mechanics, 2019, 40(10): 4057-4064.
[15] LIU Yong, FENG Shuai, QIN Zhi-meng. Similarity evaluation method of landslide monitoring points based on motion-angle-difference [J]. Rock and Soil Mechanics, 2019, 40(1): 288-296.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Chuan-ying, HU Pei-liang, SUN Wei-chun. Method for evaluating rock mass integrity based on borehole camera technology[J]. , 2010, 31(4): 1326 -1330 .
[2] TAN Yun-zhi, KONG Ling-wei, GUO Ai-guo, WAN Zhi. Capillary effect of moisture transfer and its numerical simulation of compacted laterite soil[J]. , 2010, 31(7): 2289 -2294 .
[3] WANG Sheng-xin, LU Yong-xiang, YIN Ya-xiong, GUO Ding-yi. Experimental study of collapsiblity of gravel soil[J]. , 2010, 31(8): 2373 -2377 .
[4] WANG Yun-gang, XIONG Kai, LING Dao-sheng. Upper bound limit analysis of slope stability based on translational and rotational failure mechanism[J]. , 2010, 31(8): 2619 -2624 .
[5] LONG Zhao,ZHAO Ming-hua,ZHANG En-xiang,LIU Jun-long. A simplified method for calculating critical anchorage length of bolt[J]. , 2010, 31(9): 2991 -2994 .
[6] SHI Dan-da, ZHOU Jian, JIA Min-cai, YANG Yong-xiang. Back analysis of parameters and long-term settlement prediction of harbor soft ground considering its creep behavior[J]. , 2009, 30(3): 746 -750 .
[7] DENG Zong-wei, LENG Wu-ming, LI Zhi-yong, YUE Zhi-ping. Finite element analysis of time effect for coupled problem of temperature and stress fields in slope supported by shotcrete[J]. , 2009, 30(4): 1153 -1158 .
[8] LI Jian ,TAN Zhong-sheng ,YU Yu ,NI Lu-su. Research on construction procedure for shallow large-span tunnel undercrossing highway[J]. , 2011, 32(9): 2803 -2809 .
[9] LIU Zhen-ping,HE Huai-jian,BAI Shi-wei,ZHANG Hua,ZOU Dan,LI Huo-bing. Field test and numerical simulation of pile-slab foundation of 500 kV transmission line tower in silt[J]. , 2012, 33(4): 1031 -1039 .
[10] TIAN Kan-liang , ZHANG Hui-li , MA Jun . Test study of loess structure based on static strength conditions[J]. , 2012, 33(7): 1993 -1999 .