›› 2016, Vol. 37 ›› Issue (6): 1773-1780.doi: 10.16285/j.rsm.2016.06.030

• Numerical Analysis • Previous Articles     Next Articles

‘Two sides of one’ method for inversion of correlated parameters random fields

CHEN Jian1, WANG Zhan-sheng1, RONG Hu-reng2   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. College of Civil Engineering, Hebei Institute of Architecture and Civil Engineering, Zhangjiakou, Hebei 075000, China
  • Received:2014-11-24 Online:2016-06-13 Published:2018-06-09
  • Supported by:

    This work was supported by the One Hundred Person Project and Key project of the CAS (KZZD-EW-TZ-12) and the Youth Foundation of Hebei Education Department (QN2016066).

Abstract: Proper estimation of input parameters plays a crucial role in the numerical simulations of geotechnical engineering. In conventional numerical procedures, all the input parameters are assumed constant and unique, and their variability and cross-correlation are usually neglected, so that significant error can be induced in the simulated results. To resolve the problem, an inversion method must be introduced to obtain mechanical parameters, which are spatially correlated. The random field of a single parameter has a characteristic of auto-correlation, whereas the random field of multi-parameter is not only auto-correlated, but also cross-correlated. Based on ‘two sides of one’ (auto-correlation ??cross-correlation ??remaining auto-correlation), a mathematical inversion model of multi-parameter random field is built. Correlation statistics results of random fields generated by ‘two sides of one’ method show that auto-correlation and cross-correlation are well satisfied in the isotropic correlated condition.

Key words: random field, auto-correlation, cross-correlation, parameter inversion, ‘two sides of one&rsquo, method

CLC Number: 

  • O 211.6

[1] ZHANG Ke, LI Na, CHEN Yu-long, LIU Wen-lian, . Evolution characteristics of strain field and infrared radiation temperature field during deformation and rupture process of fractured sandstone [J]. Rock and Soil Mechanics, 2020, 41(S1): 95-105.
[2] SUN Xi-yuan, HENG Chao-yang, ZHOU Zhi, ZHANG Jian-tao, . Limit equilibrium method for calculating surrounding rock pressure of an ultra-shallow-buried underpass [J]. Rock and Soil Mechanics, 2020, 41(S1): 312-318.
[3] WANG Xiang-nan, HAO Qing-shuo, YU Jia-lin, YU Yu-zhen, LÜ He, . Three-dimensional simulation of the separation of dam panel based on extended finite element method [J]. Rock and Soil Mechanics, 2020, 41(S1): 329-336.
[4] BAO Ning, WEI Jing, CHEN Jian-feng. Three dimensional discrete element analysis of soil arching in piled embankment [J]. Rock and Soil Mechanics, 2020, 41(S1): 347-354.
[5] ZHU Cai-hui, LAN Kai-jiang, DUAN Yu, HE Hong. The control technology of air shaft cross passage construction in Xi’an subway with "tunnel first then well" method [J]. Rock and Soil Mechanics, 2020, 41(S1): 379-386.
[6] YANG Ji-ming, ZHANG Xiao-yong, ZHANG Fu-you, ZENG Chao-feng, MEI Guo-xiong, . Mesoscopic study on bearing characteristics of pile foundation under pile-soil-cap combined interaction in sand [J]. Rock and Soil Mechanics, 2020, 41(7): 2271-2282.
[7] FAN Yi-fei, WANG Jian-hua, . Method to analyze the effect of spudcan penetration on an adjacent pile group [J]. Rock and Soil Mechanics, 2020, 41(7): 2360-2368.
[8] YU Hai-tao, ZHANG Zheng-wei, LI Pan, . Improved equivalent response acceleration method for seismic design of underground structures [J]. Rock and Soil Mechanics, 2020, 41(7): 2401-2410.
[9] CHEN Bing-rui, FENG Xia-ting, FU Qi-qing, WANG Bo, ZHU Xin-hao, LI Tao, LU Cai-ping, XIA Huan, . Integration and high precision intelligence microseismic monitoring technology and its application in deep rock engineering [J]. Rock and Soil Mechanics, 2020, 41(7): 2422-2431.
[10] MAO Hao-yu, XU Nu-wen, LI Biao, FAN Yi-lin, WU Jia-yao, MENG Guo-tao, . Stability analysis of an underground powerhouse on the left bank of the Baihetan hydropower station based on discrete element simulation and microseismic monitoring [J]. Rock and Soil Mechanics, 2020, 41(7): 2470-2484.
[11] CHEN Jian-gong, YANG Yang, CHEN Yan-han, CHEN Xiao-bing. Calculation of active earth pressure of cohesive soil behind retaining wall considering soil tensile strength [J]. Rock and Soil Mechanics, 2020, 41(6): 1829-1835.
[12] XIAO Shi-guo, LIU Hang, YU Xin-zuo. Analysis method of seismic overall stability of soil slopes retained by gravity walls anchored horizontally with flexible reinforcements [J]. Rock and Soil Mechanics, 2020, 41(6): 1836-1844.
[13] NING Yi-bing, TANG Hui-ming, ZHANG Bo-cheng, SHEN Pei-wu, ZHANG Guang-cheng, XIA Ding, . Investigation of the rock similar material proportion based on orthogonal design and its application in base friction physical model tests [J]. Rock and Soil Mechanics, 2020, 41(6): 2009-2020.
[14] WU Long-liang, JIANG H, ui-huang, TANG Jian-wei, GAO Ming-xian, FAN Shao-feng, YAN Xiao-xia, . Continuous compaction monitoring technology based on multiple regression analysis [J]. Rock and Soil Mechanics, 2020, 41(6): 2081-2090.
[15] HU Sheng-bin, DU Guo-ping, XU Guo-yuan, ZHOU Tian-zhong, ZHONG You-xin, SHI Chong-qing, . Sonar seepage vector method based on energy measurement and its application [J]. Rock and Soil Mechanics, 2020, 41(6): 2143-2154.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!