›› 2010, Vol. 31 ›› Issue (3): 821-826.

• Geotechnical Engineering • Previous Articles     Next Articles

Slope angle intelligent design based on Gaussian process with combinatorial kernel function

XU Chong,LIU Bao-guo,LIU Kai-yun,GUO Jia-qi   

  1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
  • Received:2008-09-19 Online:2010-03-10 Published:2010-03-31

Abstract:

The Gaussian process (GP) is a high and new machine learning way developed rapidly in recent years. It embodies the characteristics of programming easily, self-adaptive acquisition of hyper-parameters and prediction with probability interpretation which are superior to those of SVM. Aiming at the slope angle design influenced by many factors in slope engineering, the Gaussian process with the combinatorial kernel function obtained by combination of squared exponential and rational quadratic covariance function is implemented by learning machine routine in Matlab for overcoming poor predictive precision and network generalization ability of single kernel function. Then the automatic relevant determination (ARD) is introduced into combinatorial Gaussian kernel function in the programme and a GP regression model with regard to hyper-parameters is established; meanwhile the correlation and characteristics selection about inputs and prediction for testing samples on the basis of the net are completed respectively. The results show that compared with support vector regression method, the prediction precision of GP is not only slightly better about all error indexes; and the prediction results reflect well uniformity of predictive precision and dispersion between predictive value and measured value, but also the physical meaning of ARD parameters are distinct; so it can be served as a new tool in slope angle design.

Key words: slope engineering, Gaussian process, slope angle design, machine learning, intelligent prediction

CLC Number: 

  • O 224
[1] 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.
[2] 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.
[3] JIANG Ze-feng, ZHANG Ge, ZHU Da-yong, WANG Jun, . Critical sliding field method for slope under anchorage force and its application [J]. Rock and Soil Mechanics, 2019, 40(7): 2799-2806.
[4] CUI Fang-peng, XU Qiang, YIN Yue-ping, HU Rui-lin, CHEN Zi-juan, LIU Wei,. Dynamic response of slope based on fracture mechanisms of strip-shape hypocenter [J]. , 2018, 39(1): 320-330.
[5] WANG Chao, ZHANG She-rong, ZHANG Feng-hua, DU Cheng-bo. A dynamic simulation analysis method of high-steep slopes based on real-time numerical model and its applications [J]. , 2016, 37(8): 2383-2390.
[6] CHEN Jing-yu , ZHAO Lian-heng , LI Liang , TAN Han-hua,. Back analysis of shear strength parameters based on Excel spreadsheet and upper bound limit analysis method [J]. , 2016, 37(3): 827-834.
[7] LUO Zheng-dong , DONG Hui , CHEN Cheng , SU Yong-hua,. An analytic method for slope stability reliability based on Kriging model [J]. , 2015, 36(S1): 439-444.
[8] LIU Xiao , TANG Hui-ming , XIONG Cheng-ren , LIU Qing-bing,. A new method for reliability analysis of dynamic slope stability with considering energy-time distribution [J]. , 2015, 36(5): 1428-1443.
[9] XIN Jian-ping ,TANG Xiao-song ,ZHENG Ying-ren ,ZHANG Dong,. Large-scale model tests of single-row and triple-row anti-slide micropiles [J]. , 2015, 36(4): 1050-1056.
[10] XIA Kai-zong , LIU Xiu-min , CHEN Cong-xin , SONG Ya-fen , OU Zhe , LONG Yi,. Analysis of mechanism of bedding rock slope instability with catastrophe theory [J]. , 2015, 36(2): 477-486.
[11] ZHANG She-rong,TAN Yao-sheng,WANG Chao,WANG Kuan. Research on deformation failure mechanism and stability of slope rock mass containing multi-weak interlayers [J]. , 2014, 35(6): 1695-1702.
[12] SUN Zhi-bin , YANG Xiao-li , ZHANG Sheng , WANG Lu-lu,. Slope back analysis based on slip surface depth under Mohr-Coulomb criterion [J]. , 2014, 35(5): 1323-1328.
[13] ZHANG Yong-jie ,LI You-jun ,LI Shao-jun ,JIANG Quan,. Study of boundaries of membership function values for slope fuzzy reliability analysis [J]. , 2014, 35(4): 1157-1163.
[14] SU Guo-shao, ZHAO Wei, PENG Li-feng, YAN Liu-bin. Gaussian process-based dynamic response surface method for estimating slope failure probability [J]. , 2014, 35(12): 3592-3601.
[15] XIA Kai-zong ,CHEN Cong-xin ,LU Zu-de ,SONG Ya-fen ,ZHOU Yi-chao ,LUO Xin-ting,. Analysis of stability diagram of rock bedded slope under hydraulic pressure [J]. , 2014, 35(10): 2985-2993.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU En-long. Breakage mechanics for geomaterials: Breakage mechanism of structural blocks and binary-medium model[J]. , 2010, 31(S1): 13 -22 .
[2] JIE Yu-xin, YANG Guang-hua. Modification of elastoplastic models based on generalized potential theory[J]. , 2010, 31(S2): 38 -42 .
[3] YANG Jian-min, ZHENG Gang. Classification of seepage failures and opinion to formula for check bursting instability in dewatering[J]. , 2009, 30(1): 261 -264 .
[4] ZHOU Hua,WANG Guo-jin1,,FU Shao-jun,ZOU Li-chun,CHEN Sheng-hong. Finite element analysis of foundation unloading and relaxation effects of Xiaowan Arch Dam[J]. , 2009, 30(4): 1175 -1180 .
[5] YE Fei, ZHU He-hua, HE Chuan. Back-filled grouts diffusion model and its pressure to segments of shield tunnel[J]. , 2009, 30(5): 1307 -1312 .
[6] CHEN Lin, ZHANG Yong-xing, RAN Ke-xin. A method for calculating active earth pressure considering shear stress[J]. , 2009, 30(S2): 219 -223 .
[7] LUO Qiang , WANG Zhong-tao , LUAN Mao-tian , YANG Yun-ming , CHEN Pei-zhen. Factors analysis of non-coaxial constitutive model’s application to numerical analysis of foundation bearing capacity[J]. , 2011, 32(S1): 732 -0737 .
[8] GONG Wei-ming, HUANG Ting, DAI Guo-liang. Experimental study of key parameters of high piled foundation for offshore wind turbine[J]. , 2011, 32(S2): 115 -121 .
[9] WANG Cheng-bing. Laboratory and numerical investigation on failure process of tunnel constructed in homogeneous rock[J]. , 2012, 33(1): 103 -108 .
[10] SONG Yi-min , JIANG Yao-dong , MA Shao-peng , YANG Xiao-bin , ZHAO Tong-bin . Evolution of deformation fields and energy in whole process of rock failure[J]. , 2012, 33(5): 1352 -1356 .