›› 2015, Vol. 36 ›› Issue (5): 1505-1512.doi: 10.16285/j.rsm.2015.05.035

• Numerical Analysis • Previous Articles     Next Articles

Analytical intelligence inversion method of rheological parameters for dam zone rock mass and its application to engineering

XIANG Wen1, ZHANG Qiang-yong1, ZHANG Jian-guo2   

  1. 1. Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan, Shandong 250061, China; 2. Shandong Zhengyuan Construction Engineering Co., Ltd., Jinan, Shandong 250101, China
  • Received:2013-12-30 Online:2015-05-11 Published:2018-06-13

Abstract: The creep parameters of rockmass are essential data of geotechnical engineering design. To accurately determine the creep mechanical parameters of rockmass, considering the advantages of the analytical inversion method and intelligent inversion method, the analytical intelligence inversion method coupling the analytical inversion and the intelligent inversion is developed. The proposed method is applied to the Dagangshan hydropower station project to obtain the compressive creep parameters of rockmass in dam zone. The results show that analytical intelligence inversion creep curves are more coincident with experimental creep curves than the analytical inversion creep curves, proving that the creep parameters obtained through the analytical intelligence inversion method to be more accurate and reliable, and hence the validity and rationality of this inversion method are also verified. The method provides an important theoretical guidance for efficient rheological parameters inversion of rockmass in dam area.

Key words: creep parameters of rockmass, analytical inversion, intelligent inversion, analytical intelligence inversion method

CLC Number: 

  • TU 452
[1] GUO Liang, HU Xie-wen, LI Xiao-zhao, WU Xi-yong, WU Li-zhou, LI Yu, LUO Gang, MA Hong-sheng,. Experimental study of hydraulic characteristics of undisturbed fractured rock in granite fault zone [J]. , 2018, 39(11): 3937-3948.
[2] ZHANG Xi-wei, WANG Gang, CAI Ming, XU Quan,. Deformation behaviour and brittleness of Linghai granite [J]. , 2018, 39(10): 3515-3524.
[3] CHEN Song, QIAO Chun-sheng, YE Qing, DENG Bin. Composite damage constitutive model of rock mass with intermittent joints based on Mohr-Coulomb criterion [J]. , 2018, 39(10): 3612-3622.
[4] LI Xiao-fei, SUN Jiang-tao, CHEN Wei-zhong, YUAN Jing-qiang, LIU Jin-quan, ZHANG Qing-yan,. Strength and anti-washout property of fiber silica fume cement grout [J]. , 2018, 39(9): 3157-3163.
[5] LI Shu-cai, PAN Dong-dong, XU Zhen-hao, LI Li-ping, LIN Peng,. A model test on catastrophic evolution process of water inrush of a concealed karst cave filled with confined water [J]. , 2018, 39(9): 3164-3173.
[6] LI Dong-qi, LI Zong-li, Lü Cong-cong. Analysis of fracture strength of rock mass considering fissure additional water pressure [J]. , 2018, 39(9): 3174-3180.
[7] ZUO Yu-jun, SUN Wen-ji-bin, WU Zhong-hu, XU Yun-fei, . Experiment on permeability of shale under osmotic pressure and stress coupling [J]. , 2018, 39(9): 3253-3260.
[8] WANG Feng-yun, QIAN De-ling. Elasto-plastic analysis of a deep circular tunnel based on tangential strain softening [J]. , 2018, 39(9): 3313-3320.
[9] FU Yan, YUAN Wen, LIU Xin-rong, MIAO Lou-li, XIE Wen-bo,. Deterioration rules of strength parameters of sandstone under cyclical wetting and drying in acid-based environment [J]. , 2018, 39(9): 3331-3339.
[10] LIU Quan-sheng, PENG Xing-xin, HUANG Xing, LEI Guang-feng, WEI Lai, LIU He,. Monitoring shield stress of tunnel boring machine and jamming warning [J]. , 2018, 39(9): 3406-3414.
[11] ZHENG An-xing, LUO Xian-qi,. An extended finite element method for modeling hydraulic fracturing in perilous rock [J]. , 2018, 39(9): 3461-3468.
[12] WU Yong-sheng, TAN Zhong-sheng, YU Xian-bin, YU Yu, ZHU Yong,. Dilatancy behavior of phyllite in uniaxal compressive tests under different loading azimuths [J]. , 2018, 39(8): 2747-2754.
[13] LI Shuai, ZHU Wan-cheng, NIU Lei-lei, LI Ru-fei, LI Shao-hua. Experimental study on influence of dynamic disturbance on deformation behavior of rock under stress relaxation [J]. , 2018, 39(8): 2795-2804.
[14] WANG Fei-li, WANG Shu-hong, XIU Zhan-guo. Method on stress quantification and strength characterization of rock structural plane under the disturbance of stress wave [J]. , 2018, 39(8): 2844-2850.
[15] LI Yang, SHE Cheng-xue. Numerical simulation of effect of size on crushing strength of rockfill grains using particle flow code [J]. , 2018, 39(8): 2951-2959.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] MA Kang, XU Jin, WU Sai-gang, ZHANG Ai-hui. Research on surrounding rock stability in local collapse section of highway tunnels[J]. , 2009, 30(10): 2955 -2960 .
[2] CHEN Zheng-han, FANG Xiang-wei, ZHU Yuan-qing, QIN Bing, WEI Xue-wen. Research on meso-structures and their evolution laws of expansive soil and loess[J]. , 2009, 30(1): 1 -11 .
[3] XIA Li-nong, LEI Ming, NIE Chong-jun. Field test of influences of load at pile top on negative skin friction behaviors[J]. , 2009, 30(3): 664 -668 .
[4] PAN Peng-zhi, FENG Xia-ting, ZHOU Hui. Failure evolution processes of brittle rocks using 3D cellular automaton method[J]. , 2009, 30(5): 1471 -1476 .
[5] YE Wei-min, HUANG Wei, CHEN Bao, YU Chen1, WANG Ju. Diffuse double layer theory and volume change behavior of densely compacted Gaomiaozi bentonite[J]. , 2009, 30(7): 1899 -1903 .
[6] CHEN Ming,LU Wen-bo,ZHOU Chuang-bing,LUO Yi. Influence of initial in-situ stress on blasting-induced cracking zone in tunnel excavation[J]. , 2009, 30(8): 2254 -2258 .
[7] CHEN Jian-gong ,ZHOU Tao-tao ,ZHANG Yong-xing. Shock failure mechanism of zonal disintegration within surrounding rock in deep chamber[J]. , 2011, 32(9): 2629 -2634 .
[8] ZHU Wen-hua MING Feng SONG Cheng-zi. Fractal study of rock damage under blasting loading[J]. , 2011, 32(10): 3131 -3135 .
[9] CHEN Xu-guang , ZHANG Qiang-yong , DUAN Kang , LIU De-jun , ZHANG Ning . Research on application of optical sensor-based measuring method to model test[J]. , 2012, 33(5): 1409 -1415 .
[10] SONG Ren-qian ,ZHANG Zhong-miao . Study on socket length of rock-socketed piles in soft soil ground[J]. , 2003, 24(6): 1053 -1056 .