›› 2010, Vol. 31 ›› Issue (3): 967-970.

• Numerical Analysis • Previous Articles     Next Articles

Parameter inversion of viscoelastic cavern displacements based on hierarchical pattern search

WEN Jian-hua 1, 2,WU Dai-hua1,CHEN Jun-ming1,XIA Yin-fei3   

  1. 1. Wuhan University of Technology, Wuhan 430070, China; 2. Sun Yat-Sen University, Guangzhou 510275, China; 3. Wuhan Metro Group Co. Ltd., Wuhan 430030, China
  • Received:2008-09-11 Online:2010-03-10 Published:2010-03-31

Abstract:

There are some thorny problems such as uncertainty and instability solution produced by initial parameters when hierarchical optimization is applied to the viscoelastic cavern displacement in parameter inversion. A simple search method is used in the hierarchical optimization. The hierarchical pattern search is provided to solve these problems. A new method has some computing strategies based on least-square method, which can avoid iterative non-convergence when initial parameters are not optimally selected. Numerical results show that the hierarchical pattern search is nearly independent of the original value; and the method has high accuracy and validity for the viscoelastic cavern displacements of parameter inversion.

Key words: deformation monitoring of cavern, displacement back analysis, hierarchical optimization, pattern search

CLC Number: 

  • TU 457
[1] LI Lian-xiang, LIU Jia-dian, LI Ke-jin, HUANG Heng-li, JI Xiang-kai, . Study of parameters selection and applicability of HSS model in typical stratum of Jinan [J]. Rock and Soil Mechanics, 2019, 40(10): 4021-4029.
[2] SUN Ming-she, MA Tao, SHEN Zhi-jun, WU Xu, WANG Meng-shu,. Study of lining sharing surrounding rock pressure in composite lining structure [J]. , 2018, 39(S1): 437-445.
[3] WANG Shao-jie, LU Ai-zhong, ZHANG Xiao-li. Analytical method of displacement back analysis for horseshoe tunnel excavated in transverse isotropic rock mass [J]. , 2018, 39(S1): 495-504.
[4] TIAN Mao-lin, XIAO Hong-tian, YAN Qiang-gang,. Displacement back analysis of rock parameters of Hoek-Brown criterion using nonlinear regression method [J]. , 2017, 38(S1): 343-350.
[5] YUAN Wen-hua. Back analysis of viscoelasto-plastic constitutive parameters of artificial frozen soil [J]. , 2013, 34(11): 3091-3095.
[6] LIU Hui-bo , XIAO Ming , ZHANG Zhing-guo , CHEN Jun-tao . Displacement back analysis of parameter field of blasting excavation damaged zone around openings considering spatial effect [J]. , 2012, 33(7): 2133-2141.
[7] XIAO Ming-zhao,ZHOU Cheng-hao ,CHENG Yun,FENG Xiao-la ,YANG Jun-mei. Application of finite elements and modified simplex method jointed programming technology to displacement back analysis [J]. , 2011, 32(3): 899-904.
[8] SU Guo-shao, ZHANG Ke-shi, Lü Hai-bo. A cooperative optimization method based on particle swarm optimization and Gaussian process for displacement back analysis [J]. , 2011, 32(2): 510-515.
[9] ZHANG Yong-hui, SHENG Qian, LENG Xian-lun, ZHU Ze-qi. Two dimensional displacement back analysis of left bank slope of Longtan hydropower station [J]. , 2010, 31(S2): 396-401.
[10] SUN Jun,QI Yu-liang. Normal calculation-back analysis of surrounding rock stability of subsee tunnel [J]. , 2010, 31(8): 2353-2360.
[11] ZHANG Chun-hui, ZHAO Quan-sheng. Early warning system of mining subsidence damage based on ARCGIS [J]. , 2009, 30(7): 2197-2202.
[12] LIU Kai-yun,QIAO Chun-sheng,LIU Bao-guo. Research on elastoplastic displacement back analysis method based on GA-GRNN algorithm in three-dimension of Wushi tunnel [J]. , 2009, 30(6): 1805-1809.
[13] WU Kai,SHENG Qian,MEI Song-hua,LI Jia. A model of PSO-LSSVM and its application to displacement back analysis [J]. , 2009, 30(4): 1109-1114.
[14] JIAO Chun-mao, ZHAO Chun-feng, LOU Yun3, Lü Ai-zhong, SHI Zhen-ming. Research on stochastic back analysis using of Cauchy integral method and genetic algorithm [J]. , 2009, 30(1): 251-256.
[15] DONG Zhi-hong , DING Xiu-li , LU Bo , ZHANG-Feng , ZHANG Lian . Displacement back analysis of rock mechanical parameters of large-scale underground powerhouse with unloading surrouding rockmass [J]. , 2008, 29(6): 1562-1568.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAN Xian-jun, CHEN Wei-zhong, YANG Jian-ping, YANG Chun-he. Study of THM-damage coupling model of gas storage in salt rock with interlayer[J]. , 2009, 30(12): 3633 -3641 .
[2] WEI Xing,WANG Gang,YU Zhi-ling. FEM of traffic-load-induced settlement of road on soft clay[J]. , 2010, 31(6): 2011 -2015 .
[3] WEN Shi-yi, LI Jing , SU Xia , YAO Xiong. Studies of mesomechanical structure characters of surrounding rock failure under complex stress state[J]. , 2010, 31(8): 2399 -2406 .
[4] MAO Ning,ZHANG Yao-liang. Typical examples of simple methods to find empirical formulas[J]. , 2010, 31(9): 2978 -2982 .
[5] YU Tian-tang. Extended finite element method for modeling three-dimensional crack problems[J]. , 2010, 31(10): 3280 -3285 .
[6] LIU Jie,LI Jian-lin,QU Jian-jun,Cheng Xing,LI Jian-wu,LUO Shi-wei. Multiple factors analysis of influence of developing horizontal displacement at Dagangshan dam abutment slope based on unloading rock mass mechanics[J]. , 2010, 31(11): 3619 -3626 .
[7] LI Wei-hua, ZHAO Cheng-gang, DU Nan-xin. Analysis of effects of saturated soft interlayer on seismic responses of metro station[J]. , 2010, 31(12): 3958 -3963 .
[8] HAN Xian-min. Study of construction technology and mechanical effect of Guanjiao tunnel in shallow-buried sandy stratum in Xining-Golmud 2nd line[J]. , 2010, 31(S2): 297 -302 .
[9] JIANG Zheng-wei, PENG Jian-bing, WANG Qi-yao. Adverse geological problems and countermeasure of Xi’an Metro Line 3[J]. , 2010, 31(S2): 317 -321 .
[10] LIU Yong-hai, ZHU Xiang-rong, CHANG Lin-yue. Determining preconsolidation pressure by mathematic analysis based on casagrande method[J]. , 2009, 30(1): 211 -214 .