›› 2009, Vol. 30 ›› Issue (6): 1769-1774.

• Numerical Analysis • Previous Articles     Next Articles

Integrated simulation and safety assessment for RCC gravity dam on rock foundation during whole process of construction

SU Pei-fang,WANG Wei-ming,HE Ji,CHEN Sheng-hong   

  1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
  • Received:2008-07-28 Online:2009-06-10 Published:2011-03-09

Abstract:

By using finite element method,integrated simulation of whole process including temperature, seepage, stress and strain is carried out for Guangzhao RCC gravity dam. The results reveal the distribution laws of temperature field, seepage field and stress field. Based on the integrated simulation of whole process, the global safety degree of the dam-foundation system, which is important for the safety evaluation as well as the corresponding control measures of the temperature and seepage fields during the dam construction, is evaluated. The results are also compared by the conventional method and the integrated simulation of whole process for the Guangzhao RCC gravity dam, from which it is found that the largest displacement difference is 70 mm; the largest stress difference is 1.5 MPa; and there is no substantial difference in global safety degree. Since the deformation, stress and global safety degree are important indices in designing RCC gravity dam, the necessity of integrated simulation of whole process for RCC gravity dam is emphasized.

Key words: RCC gravity dam, temperature, seepage, safety degree, integrated simulation of whole process

CLC Number: 

  • TV 642.3
[1] CHEN Wei-zhong, LI Fan-fan, LEI Jiang, YU Hong-dan, MA Yong-shang, . Study on creep characteristics of claystone under thermo-hydro-mechanical coupling [J]. Rock and Soil Mechanics, 2020, 41(2): 379-388.
[2] SU Yong-hua, LI Cheng-cheng. Stability analysis of slope based on Green-Ampt model under heavy rainfall [J]. Rock and Soil Mechanics, 2020, 41(2): 389-398.
[3] ZUO Yong-zhen, ZHAO Na. Experimental study on the seepage filter protection of core-wall material slurry under extreme conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 520-526.
[4] LIU Cheng-yu, CHEN Bo-wen, LUO Hong-lin, RUAN Jia-chun, . Experimental study of seepage erosion induced by pipeline damage under full pipe flow condition [J]. Rock and Soil Mechanics, 2020, 41(1): 1-10.
[5] WANG Gang, WEI Lin-yi, WEI Xing, ZHANG Jian-min. Permeability evolution of compacted clay during triaxial compression [J]. Rock and Soil Mechanics, 2020, 41(1): 32-38.
[6] XU Yun-shan, SUN De-an, ZENG Zhao-tian, LÜ Hai-bo, . Temperature effect on thermal conductivity of bentonites [J]. Rock and Soil Mechanics, 2020, 41(1): 39-45.
[7] XIA Cai-chu, YU Qiang-feng, QIAN Xin, GUI Yang, ZHUANG Xiao-qing. Experimental study of shear-seepage behaviour of rock joints under constant normal stiffness [J]. Rock and Soil Mechanics, 2020, 41(1): 57-66.
[8] WANG Qing-zhi, FANG Jian-hong, CHAO Gang. Analysis of cooling effect of block-stone expressway embankment in warm temperature permafrost region [J]. Rock and Soil Mechanics, 2020, 41(1): 305-314.
[9] ZHI Yong-yan, DENG Hua-feng, XIAO Yao, DUAN Ling-ling, CAI Jia, LI Jian-lin. Analysis of seepage characteristics of fractured rock mass reinforced by microbial grouting [J]. Rock and Soil Mechanics, 2019, 40(S1): 237-244.
[10] XU Jiang, WU Jun-yu, LIU Yi-xin, LIE Jiao, . Experimental study of shear-seepage coupling properties of rock mass under different filling degrees [J]. Rock and Soil Mechanics, 2019, 40(9): 3416-3424.
[11] LIU Wei-jun, ZHANG Jin-xun, SHAN Ren-liang, YANG Hao, LIANG Chen, . Experiments on temperature field of multi-row-pipe partial horizontal freezing body in Beijing sand-gravel stratum under seepage [J]. Rock and Soil Mechanics, 2019, 40(9): 3425-3434.
[12] FANG Jin-cheng, KONG Gang-qiang, CHEN Bin, CHE Ping, PENG Huai-feng, LÜ Zhi-xiang, . Field test on thermo-mechanical properties of pile group influenced by concrete hydration [J]. Rock and Soil Mechanics, 2019, 40(8): 2997-3003.
[13] WANG Peng-fei, TAN Wen-hui, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan. Experimental study of seepage characteristics of consecutive and filling fracture with different roughness levels and gap-widths [J]. Rock and Soil Mechanics, 2019, 40(8): 3062-3070.
[14] ZHANG Tian-jun, PANG Ming-kun, JIANG Xing-ke, PENG Wen-qing, JI Xiang, . Influence of negative pressure on gas percolation characteristics of coal body in perforated drilling hole [J]. Rock and Soil Mechanics, 2019, 40(7): 2517-2524.
[15] YIN Li-yang, TANG Chao-sheng, XIE Yue-han, LÜ Chao, JIANG Ning-jun, SHI Bin, . Factors affecting improvement in engineering properties of geomaterials by microbial-induced calcite precipitation [J]. Rock and Soil Mechanics, 2019, 40(7): 2525-2546.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .
[2] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[3] WAN Zhi, DONG Hui, LIU Bao-chen. On choice of hyper-parameters of support vector machines for time series regression and prediction with orthogonal design[J]. , 2010, 31(2): 503 -508 .
[4] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[5] HU Yong-gang, LUO Qiang, ZHANG Liang, HUANG Jing, CHEN Ya-mei. Deformation characteristics analysis of slope soft soil foundation treatment with mixed-in-place pile by centrifugal model tests[J]. , 2010, 31(7): 2207 -2213 .
[6] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[7] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[8] WANG Xue-wu,XU Shang-jie,DANG Fa-ning,CHENG Su-zhen. Analysis of stability of dam slope during rapid drawdown of reservoir water level[J]. , 2010, 31(9): 2760 -2764 .
[9] WANG Wei-ming, SUN Rui, CAO Zhen-zhong, YUAN Xiao-ming. Comparative study of features of liquefied sites at home and abroad[J]. , 2010, 31(12): 3913 -3918 .
[10] WANG Guang-jin,YANG Chun-he ,ZHANG Chao,MA Hong-ling,KONG Xiang-yun ,HO. Research on particle size grading and slope stability analysis of super-high dumping site[J]. , 2011, 32(3): 905 -913 .