Long-term deformation analysis of Shuibuya concrete face rockfill dam  (China) based on response surface method and improved genetic algorithm

Fu-hai Yao; Shao-heng Guan; He Yang; Yuan Chen; Huan-feng Qiu; Gang Ma; Qi-wen Liu

doi:10.1016/j.wse.2019.09.004

Volume 12 Issue 3

Sep. 2019

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Article Navigation > Water Science and Engineering > 2019 > 12(3): 196-204

Fu-hai Yao, Shao-heng Guan, He Yang, Yuan Chen, Huan-feng Qiu, Gang Ma, Qi-wen Liu. 2019: Long-term deformation analysis of Shuibuya concrete face rockfill dam (China) based on response surface method and improved genetic algorithm. Water Science and Engineering, 12(3): 196-204. doi: 10.1016/j.wse.2019.09.004

Citation:

Fu-hai Yao, Shao-heng Guan, He Yang, Yuan Chen, Huan-feng Qiu, Gang Ma, Qi-wen Liu. 2019: Long-term deformation analysis of Shuibuya concrete face rockfill dam (China) based on response surface method and improved genetic algorithm. Water Science and Engineering, 12(3): 196-204. doi: 10.1016/j.wse.2019.09.004

Citation:

Fu-hai Yao, Shao-heng Guan, He Yang, Yuan Chen, Huan-feng Qiu, Gang Ma, Qi-wen Liu. 2019: Long-term deformation analysis of Shuibuya concrete face rockfill dam (China) based on response surface method and improved genetic algorithm. Water Science and Engineering, 12(3): 196-204. doi: 10.1016/j.wse.2019.09.004

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Long-term deformation analysis of Shuibuya concrete face rockfill dam (China) based on response surface method and improved genetic algorithm

doi: 10.1016/j.wse.2019.09.004

a School of Water Resources and Hydropower Engineering, Wuhan University,Wuhan 430072, China
b School of Civil Engineering and Architecture, Wuhan University, Wuhan 430070, China
c Guiyang Engineering Corporation Limited, Guiyang 550081, China

Funds: his work was supported by the National Natural Science Foundation of China (Grant No. 51579193) and the Science and Technology Planning Project of Guizhou Province (Grant No. [2016]1154).

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Corresponding author: He Yang
Received Date: 2019-01-10
Rev Recd Date: 2019-05-12

Abstract

Abstract

Due to the size effects of rockfill materials, the settlement difference between numerical simulation and in situ monitoring of rockfill dams is a topic of general concern. The constitutive model parameters obtained from laboratory triaxial tests often underestimate the deformation of high rockfill dams. Therefore, constitutive model parameters obtained by back analysiswere used to calculate and predict the long-term deformation of rockfill dams. Instead of using artificial neural networks (ANNs), the response surface method (RSM) was employed to replace the finite element simulation used in the optimization iteration. Only 27 training samples were required for RSM, improving computational efficiency compared with ANN, which required 300 training samples. RSM can be used to describe the relationship between the constitutive model parameters and dam settlements. The inversion results of the Shuibuya concrete face rockfill dam (CFRD) show that the calculated settlements agree with the measured data, indicating the accuracy and efficiency of RSM.
- Shuibuya rockfill dam,
- Parameter back analysis,
- Response surface method,
- Duncan EB model,
- Time-dependent deformation

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References(45)

References

Abusam, A., Keesman, K.J., Van, G.S., Spanjers, H., Meinema, K., 2001. Parameter estimation procedure for complex non-linear systems: Calibration of ASM No. 1 for N-removal in a full-scale oxidation ditch. Water Science & Technology, 43(7), 357-365.

Cao, L., Zhan, Z.B., Han, Y., 2012. Deformation prediction and inversion of Shuibuya project based on artificial neural network and genetic algorithm. Applied Mechanics and Materials, 170-173, 2115-2118. https://doi.org/10.4028/www.scientific.net/AMM.170-173.2115.

Chang, X., Yu, S., Ma, G., Zhou, W., 2011. Particle swarm optimization based on particle migration and its application to geotechnical engineering. Rock & Soil Mechanics, 32(4), 1077-1082 (in Chinese). https://doi.org/10.16285/j.rsm.2011.04.041.

Dong, W.X., Yuan, H.N., Xu, W.J., Zhang, B.Y., Yu, Y.Z., 2012. Dynamic back-analysis of material parameters of Nuozhadu high earth-rock-fill dam. Journal of Hydroelectric Engineering, 31(5), 203-208 (in Chinese).

Dou, Y.F., Liu, F., Zhang, W.H., 2007. Research on comparative analysis of response surface methods. Journal of Engineering Design, 14(5), 359-363 (in Chinese). https://doi.org/10.3785/j.issn.1006-754X.2007.05.003.

Gui, J.S., Kang, H.G., 2005. Improved BP ANN response surface method for structural reliability analysis. Chinese Journal of Applied Mechanics, 22(1), 127-130 (in Chinese). https://doi.org/10.3969/j.issn.1000-4939.2005.01.030.

Guo, Q.Q., Pei, L., Zhou, Z.J., Chen, J.K., Yao, F.H., 2016. Response surface and genetic method of deformation back analysis for high core rockfill dams. Computers and Geotechnics, 74, 132-140. https://doi.org/10.1016/j.compgeo.2016.01.001.

Hai, Y., Wang, R.J., 2005. Stress deformation and material sensitivity analysis of Gongboxia CFRD. Power System and Clean Energy, 21(2), 21-23, 27 (in Chinese). https://doi.org/10.3969/j.issn.1674-3814.2005.02.007.

He, J.T., Zhang, J., Huang, H.W., Zhang, Y.G., 2012. Back analysis of displacements of excavation based on multiple response surface method. Rock & Soil Mechanics, 33(12), 3810-3817 (in Chinese). https://doi.org/10.16285/j.rsm.2012.12.027.

Hu, R., Chen, Y.F., Li, D.Q., Zhou, C.B., Tang, X.S., 2012. Reliability analysis of seepage stability of core-wall rockfill dam based on stochastic response surface method. Rock & Soil Mechanics, 33(4), 1051-1060 (in Chinese). https://doi.org/10.16285/j.rsm.2012.04.036.

Ji, S.W. , Zheng, M.S., Weng, Z., 2014. Analysis of stress and deformation of rockfill and concrete face for high concrete face rockfill dam. Applied Mechanics and Materials, 638-640, 731-734. https://doi.org/10.4028/www.scientific.net/AMM.638-640.731.

Lei G., Shen, Z.Z., Xu, L.Q., 2014. Long-term deformation analysis of the Jiudianxia concrete-faced rockfill dam. Arabian Journal for Science and Engineering, 39(3), 1589-1598. https://doi.org/10.1007/s13369-013-0788-6.

Li, D.Q., Zhou, C.B., Chen, Y.F., Jiang, Q.H., Rong, G., 2010. Reliability analysis of slope using stochastic response surface method and code implementation. Chinese Journal of Rock Mechanics and Engineering, 29(8), 1513-1523 (in Chinese).

Li, S., Liu, X.Y., Chen, C.L, Li, Z.G., He, X., Zhou, Y.P., 2004. Inversion procedure for mechanical parameters of concrete dam with hybrid genetic algorithm. Journal of Dalian University of Technology, 44(2), 195-199 (in Chinese).

Li, S.J., Zhang, J., Liang, J.Q., Sun, Z.X., 2014. Parameter inversion of nonlinear constitutive model of rockfill materials using observed deformations after dam construction. Rock & Soil Mechanics, 35(S2), 61-67 (in Chinese). https://doi.org/10.16285/j.rsm.2014.s2.058.

Li, Y.L., Li, S.Y., Ding, Z.F., Tu, X., 2013. The sensitivity analysis of Duncan-Chang E-B model parameters based on the orthogonal test method. Journal of Hydraulic Engineering, 44(7), 873-879 (in Chinese). https://doi.org/10.13243/j.cnki.slxb.2013.07.012.

Liu, Z.P., Chi, S.C., Ren, X.Y., 2014. Back analysis of dynamic parameters of dam materials based on earth-rockfill dam dynamic characteristics. Rock & Soil Mechanics, 35(9), 2594-2601 (in Chinese). https://doi.org/10.16285/j.rsm.2014.09.027.

Ma, G., Chang, X.L., Zhou, W., Hua, J.J., 2012. Integrated inversion of instantaneous and rheological parameters and deformation prediction of high rockfill dam. Rock & Soil Mechanics,33(6), 1889-1895 (in Chinese). https://doi.org/10.16285/j.rsm.2012.06.036.

Saboya, F., Byrne, P.M., 1993. Parameters for stress and deformation analysis of rockfill dams. Canadian Geotechnical Journal, 30(4), 690-701. https://doi.org/10.1139/t93-058.

Shen, Z.J, Zhao, K.Z., 1998. The deformation of rockfill rheology feedback analysis. Journal of Hydraulic Engineering, 29(6), 1-6 (in Chinese). https://doi.org/10.13243/j.cnki.slxb.1998.06.001.

Sheng, Q.Q., Wang, X.R., Xie, Z.Q., Zheng, Z.Q., 2012. The parameter inversion and stress simulation analysis for high RCC gravity dam in construction. Applied Mechanics and Materials, 182-183, 1600-1604. https://doi.org/10.4028/www.scientific.net/AMM.182-183.1600.

Su, C., Li, P.F., Han, D.J., 2009. Neumann-expansion response surface method for calculating structure reliability. Journal of South China University of Technology, 37(9), 12-13 (in Chinese). https://doi.org/10.3321/j.issn:1000-565X.2009.09.003.

Sun, P.M. , Bao, T.F., Gu, C.S., Jiang, M., Wang, T., Shi, Z.W., 2016. Parameter sensitivity and inversion analysis of a concrete faced rock-fill dam based on HS-BPNN algorithm. Science China Technological Sciences, 59(9), 1442-1451. https://doi.org/10.1007/s11431-016-0213-y.

Tian, Z.R., Li, S.J., Shen, Y., 2014. Inversion of rock mass mechanical parameter in underground powerhouse of Baishan pumped storage station. Rock & Soil Mechanics, 35(S2), 508-513 (in Chinese). https://doi.org/10.16285/j.rsm.2014.s2.062.

Wang, G.Q., Yu, T., Li, Y.H., Li, G.Y., 2014a. Creep deformation of 300 m-high earth core rockfill dam. Chinese Journal of Geotechnical Engineering, 36(1), 140-145 (in Chinese). https://doi.org/10.11779/CJGE201401013.

Wang, X., Kang, F., Li, J.J., 2014b. Back analysis of earthquake-induced permanent deformation parameters of earth-rock dams. Rock and Soil Mechanics, 35(1), 279-286 (in Chinese). https://doi.org/10.16285/j.rsm.2014.01.032.

Wang, Y.F., Wang, C.G., 2005. The application of response surface methodology. Journal of the Central University for Nationalities, 14(3), 236-240 (in Chinese). https://doi.org/10.3969/j.issn.1005-8036.2005.03.008.

Wu, Y.K., Yuan, H.N., Zhang, B.Y., Zhang, Z.L., Yu, Y.Z., 2014. Displacement-based back-analysis of the model parameters of the Nuozhadu high earth-rockfill dam. The Scientific World Journal, 2014, 1-10. https://doi.org/10.1155/2014/292450.

Yang, C.Y., Zhang, M., Bai, X.L., 2001. Multiple response surface method in analysis of structural reliability. Journal of Northern Jiaotong University, 25(1), 1-4 (in Chinese). https://doi.org/10.3969/j.issn.1673-0291.2001.01.001.

Yang, H., Xie, S.Y., Secq, J., Shao, J.F., 2017. Experimental study and modeling of hydromechanical behavior of concrete fracture. Water Science and Engineering, 10(2), 97-106. http://dx.doi.org/10.1016/j.wse.2017.06.002.

Yang, L.F., Li, Z.Y., Yang, X.F., 2012. Vectorial cooperative response surface method for structural reliability. China Civil Engineering Journal, 45(7), 105-110 (in Chinese). https://doi.org/10.15951/j.tmgcxb.2012.07.024.

Yeh, W.W.G., 1986. Review of parameter identification procedures in groundwater hydrology: The inverse problem. Water Resources Research, 22(2), 95-108. https://doi.org/10.1029/WR022i002p00095.

Zhang, L. Zhang, G., Wang, F.Q., Zhang, J.M., 2011. Rheological deformation back-analysis for Gongboxia concrete faced rockfill dam. Rock & Soil Mechanics, 32(S2), 521-525 (in Chinese). https://doi.org/10.16285/j.rsm.2011.s2.076.

Zhang, S.R., He, H., 2005. Application of improved genetic algorithm to back analyzing parameters of rockfill. Rock & Soil Mechanics, 26(2), 182-186 (in Chinese). https://doi.org/10.16285/j.rsm.2005.02.003.

Zhang, Z.L., Jia, Y.A., Zhang, B.Y., 2008. Comparison and verification of constitutive models for rockfill materials under complex stress path. Rock and Soil Mechanics, 29(5), 1147-1151 (in Chinese). https://doi.org/10.16285/j.rsm.2008.05.028.

Zheng, D., Cheng, L., Bao, T. Lü, B.,2013. Integrated parameter inversion analysis method of a CFRD based on multi-output support vector machines and the clonal selection algorithm. Computers and Geotechnics, 47, 68-77. https://doi.org/10.1016/j.compgeo.2012.07.006.

Zhou, W., Xu, G., Chang, X.L., Hu, Y., 2007. Intelligent back analysis on parameters of creep constitutive model. Journal of Hydraulic Engineering, 38(4), 389-394 (in Chinese). https://doi.org/10.13243/j.cnki.slxb.2007.04.002.

Zhou, W., Chang, X.L., Zhou, C.B., Liu, X.H., 2010. Creep analysis of high concrete-faced rockfill dam. International Journal for Numerical Methods in Biomedical Engineering, 26(11), 1477-1492. https://doi.org/10.1002/cnm.1230.

Zhou, W., Hua, J.J., Chang, X.L., Zhou, C.B., 2011a. Settlement analysis of the Shuibuya concrete-face rockfill dam. Computers & Geotechnics, 38(2), 269-280. https://doi.org/10.1016/j.compgeo.2010.10.004.

Zhou, W., Ma, G., Chao, H., 2011b. Long-term deformation control theory of high concrete face rockfill dam and application. In: Proceedings of Asia-Pacific Power & Energy Engineering Conference. IEEE Computer Society. https://doi.org/10.1109/APPEEC.2011.5748895.

Zhou, W., Li, S.L., Zhou, Z.W., Chang, X.L., 2016a. Remote sensing of deformation of a high concrete-faced rockfill dam using insar: A study of the Shuibuya dam, China. Remote Sensing, 8(3), 255. https://doi.org/10.3390/rs8030255.

Zhou, W., Li, S.L., Zhou, Z.W., Chang, X.L., 2016b. Insar observation and numerical modeling of the earth-dam displacement of Shuibuya Dam (China). Remote Sensing, 8(10), 877. https://doi.org/10.3390/rs8100877.

Zhou, W., Li, S.L., Ma, G., Chang X.L., Ma, X.L., Zhang, C., 2016c. Parameters inversion of high central core rockfill dams based on a novel genetic algorithm. Science China Technological Sciences, 59(5), 783–794. https://doi.org/10.1007/s11431-016-6017-2.

Zhou, X., Ma, G., Zhang, Y., 2018. Grain size and time effect on the deformation of rockfill dams: A case study on the Shuibuya CFRD. Géotechnique, 69(7), 606-619. https://doi.org/10.1680/jgeot.17.P.299.

Zhu, S., Yang, G., Zhou, J.P., Song, Y.G., 2010. Back analysis on static and dynamic characteristics of Zipingpu CFRD under "5·12" Wenchuan earthquake. Journal of Sichuan University (Engineering Science Edition), 42(5), 113-119 (in Chinese). https://doi.org/10.15961/j.jsuese.2010.05.017.

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Long-term deformation analysis of Shuibuya concrete face rockfill dam (China) based on response surface method and improved genetic algorithm

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