›› 2009, Vol. 30 ›› Issue (S2): 394-398.

• Geotechnical Engineering • Previous Articles     Next Articles

Prediction of slope displacement based on wavelet transform and genetic algorithm-least square support vector machine

MA Wen-tao   

  1. Department of Mathematics & Computer Engineering, Ningxia University, Yinchuan 750021, China
  • Received:2009-08-17 Online:2009-08-10 Published:2011-06-21

Abstract: The slope displacement is an explicit process of the complicated dynamic system involving many mutual facts. And the physical modeling is very difficult to fulfill prediction function. As an alternative, it is proved by many study work in which a set of displacement time series to predict the future displacement can be used; and united many different methods as a new predicting model was a principal trend of study. Based on this, a novel model based on wavelet transform and genetic¬ algorithm -least square support vector machine (GALSSVM) for slope nonlinear displacement forcasting is proposed. Firstly, slope displacement time series are decomposed into different frequency signals through the wavelet transform. Secondly, phase space of each signals is reconstructed, and time delay and embedding dimension are determined by mutual information method and false nearest neighbor method respectively.Then, the respective forcasting model of genetic¬-least square support vector machine is constructed according to different characteristics of each phase space. Lastly, the predicted results of the signals are reconstructed to be used as the final prediction result of slope displacement. As a test, this model has been used in displacement prediction of DANBA slope. The results indicate that it is reliable with high precision; and it can be used to practical engineering

Key words: slope, time series, wavelet transform, genetic algorithm-least square support vector machine, phase space, displacement, prediction

CLC Number: 

  • TU 45
[1] ZHU Yan-peng, TAO Jun, YANG Xiao-hui, PENG Jun-guo, WU Qiang, . Design and numerical analyses of high-fill slope strengthened by frame with prestressed anchor-plates [J]. Rock and Soil Mechanics, 2020, 41(2): 612-623.
[2] LI Jian, CHEN Shan-xiong, YU Fei, JIANG Ling-fa, DAI Zhang-jun. Discussion on mechanism of reinforcing high and steep slope with prestressed anchor cable [J]. Rock and Soil Mechanics, 2020, 41(2): 707-713.
[3] SONG Yi-min, ZHANG Yue, XU Hai-liang, WANG Ya-fei, HE Zhi-jie. Study on creep-slip and stick-slip deformation evolution of rock based on non-uniform characteristics [J]. Rock and Soil Mechanics, 2020, 41(2): 363-371.
[4] SU Yong-hua, LI Cheng-cheng. Stability analysis of slope based on Green-Ampt model under heavy rainfall [J]. Rock and Soil Mechanics, 2020, 41(2): 389-398.
[5] DENG Tao, LIN Cong-yu, LIU Zhi-peng, HUANG Ming, CHEN Wen-jing, . A simplified elastoplastic method for laterally loaded single pile with large displacement [J]. Rock and Soil Mechanics, 2020, 41(1): 95-102.
[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] 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.
[8] LIU Shun-qing, HUANG Xian-wen, ZHOU Ai-zhao, CAI GUO-jun, JIANG Peng-ming, . A stability analysis method of soil-rock slope based on random block stone model [J]. Rock and Soil Mechanics, 2019, 40(S1): 350-358.
[9] LIU Zu-qiang, LUO Hong-ming, ZHENG Min, SHI Yun-jiang, . Study on expansion-shrinkage characteristics and deformation model for expansive soils in canal slope of South-to-North Water Diversion Project [J]. Rock and Soil Mechanics, 2019, 40(S1): 409-414.
[10] LIU Hong-yan. Influence of macroscopic and mesoscopic flaws on mechanical behavior of rock mass and slope stability [J]. Rock and Soil Mechanics, 2019, 40(S1): 431-439.
[11] WANG Wei, CHEN Guo-qing, ZHENG Shui-quan, ZHANG Guang-ze, WANG Dong, . Study on the vector sum method of slope considering tensile-shear progressive failure [J]. Rock and Soil Mechanics, 2019, 40(S1): 468-476.
[12] JIANG An-nan, ZHANG Quan, WU Hong-tao, DUAN Long-mei, JIAO Ming-wei, BAI Tao, . Stability analysis of slope affected by blasting based on improved local safety method [J]. Rock and Soil Mechanics, 2019, 40(S1): 511-518.
[13] WU Jin-liang, HE Ji, . Composite element model for dynamic excavation simulation of rock slope [J]. Rock and Soil Mechanics, 2019, 40(S1): 535-540.
[14] XU Jing-jing, TANG Xu-hai, LIU Quan-sheng , FENG Yu-fei. Investigation on trajectory of rolling rock affected by rock fragmentation based on energy tracking method [J]. Rock and Soil Mechanics, 2019, 40(S1): 541-548.
[15] WANG Ti-qiang, WANG Yong-zhi, YUAN Xiao-ming, TANG Zhao-guang, WANG Hai, DUAN Xue-feng. Reliability analysis of acceleration integral displacement method based on shaking table tests [J]. Rock and Soil Mechanics, 2019, 40(S1): 565-573.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HUANG Ping-lu, CHEN Cong-xin, XIAO Guo-feng, LIN Jian. Study of rock movement caused by underground mining in mines with complicated geological conditions[J]. , 2009, 30(10): 3020 -3024 .
[2] LU Meng-meng,XIE Kang-he,WANG Yu-lin,CAI Xin. Analytical solution for nonlinear consolidation of stone column reinforced composite ground[J]. , 2010, 31(6): 1833 -1840 .
[3] SUN Jun,QI Yu-liang. Normal calculation-back analysis of surrounding rock stability of subsee tunnel[J]. , 2010, 31(8): 2353 -2360 .
[4] HOU Xing-min,KONG Ling-zhao,CHEN Jian-li. A subsoil damping ratio testing and data processing method[J]. , 2010, 31(9): 2995 -2999 .
[5] XU Ming-jiang,WEI De-min,HE Chun-bao. Axisymmetric steady state dynamic response of layered unsaturated soils[J]. , 2011, 32(4): 1113 -1118 .
[6] KANG Yong-gang, ZHANG Xiu-e. A non-stationary model for rock creep based on Burgers model[J]. , 2011, 32(S1): 424 -0427 .
[7] WEN Hai-jia, ZHANG Yong-xing, CHEN Yun. Slope risk assessment based on a 3D geo-information model[J]. , 2009, 30(S2): 367 -370 .
[8] PENG Lin-jun , ZHAO Xiao-dong , LI Shu-cai. Simulating research on rules of surface subsidence due to deep mining[J]. , 2011, 32(6): 1910 -1914 .
[9] YANG Zhi-quan1, 2, 3,HOU Ke-peng4,GUO Ting-ting4,MA Qiu5. Study of column-hemispherical penetration grouting mechanism based on Bingham fluid of time-dependent behavior of viscosity[J]. , 2011, 32(9): 2697 -2703 .
[10] LIU Yan-min,YU Hong-ming,WANG Can,WANG Chun-lei. Research on mechanism of damage of anhydrock in dolomite layer to tunnel structure[J]. , 2011, 32(9): 2704 -2709 .