Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 34 Issue 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
YAN Fu-gen, MIAO Zheng-jian, LI Ming-chao, ZHONG Deng-hua. Visual analysis for grouting engineering of dam foundation based on 3D geological model[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 567-572.
Citation: YAN Fu-gen, MIAO Zheng-jian, LI Ming-chao, ZHONG Deng-hua. Visual analysis for grouting engineering of dam foundation based on 3D geological model[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 567-572.
shu

Visual analysis for grouting engineering of dam foundation based on 3D geological model

  • State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China

More Information
  • Received Date: July 28, 2011
  • Published Date: March 29, 2012
    Graphical Abstract
    • Abstract
  • By means of Struts and Hibernate techniques, the grouting data are collected and sorted and converted to grouting hole model in grouting analysis system. Then the coupling between 3D geological model and grouting hole model is achieved. Visual analysis of the effect of grouting is based on the coupling model. The 3D geological model is cut along any grouting platoon so as to reveal the vertical distribution of unfavorable geologic body. The color attribytes of grouting hole model with larger unit grouting are changed, and the corresponding 3D geological model is coupled to achieve the visual analysis of the unit grouting. The comprehensive profiles automatically generating are based on grouting parameters, in which geological conditions will be coupled, and the geologic information will be shown in the comprehensive profiles. The geological information of any grouting hole model is digitalized to learn the grouting hole model whether or not to go through unfavorable geologic body and their elevations. On the basis of construction unit, statistical analysis for unit grouting and geological information is performed. Application examples show that the visual analysis of grouting engineering based on 3D geological model can effectively guide the grouting process and obtain a timely and effective feedback to grouting effects, and it will provide a reliable basis for decision-making of project management so as to improve the efficiency and level of work.
    • FullText(HTML)
    • References (12)
  • [1]
    李明超 , 胡兴娥 , 安 娜 , 等 . 滑坡体三维地质建模与可视化分析 [J]. 岩土力学 , 2008, 29 (5): 1355 – 1360. (LI Ming-chao, HU Xing-e, AN Na, et al. 3-D geological modeling and visual analysis of landslide mass[J]. Rock and Soil Mechanics, 2008, 29 (5): 1355 – 1360. (in Chinese))
    [2]
    YFANTIS E A. Simulation of geological surface using fractals[J]. Mathematical Geology, 1988, 20 (6): 667 – 672.
    [3]
    MALLET J L. Discrete modeling for natural objects[J]. Mathematical Geology, 1997, 29 (2): 199 – 218.
    [4]
    ZHONG DH, LI MC, SONG LG, et a1. Enhanced NURBS model and visualization for large 3D geo engineering applications: an example from the Jinping first level hydropower engineering project China[J]. Computer and Geo Sciences, 2006, 32 (91): 1270 – 1282.
    [5]
    苏占东 , 杨炳儒 , 游福成 . 基于信息挖掘的智能决策支持系统的结构设计 [J]. 计算机应用 , 2005(3): 27 – 30. (SU Zhan-dong, YANG Bing-ru, YOU Fu-cheng, et al. A structure design of intelligent decision support system based on information mining[J]. Chinese Journal of Computers, 2005(3): 27 – 30. (in Chinese))
    [6]
    钟登华 , 李明超 , 王 刚 , 等 . 复杂地质体 NURBS 辅助建模及可视化分析 [J]. 计算机辅助设计与图形学学报 , 2005, 17 (2): 284 – 290. (ZHONG Deng-hua, LI Ming-chao, WANG Gang, et al. Visualization analysis of complex geologic body with nurbs model[J]. Journal of Computer-Aided Design & Computer Graphics, 2005, 17 (2): 284 – 290. (in Chinese))
    [7]
    PIEGL L, TILLER W. The NURBS book[M]. 2nd Edition. New York: Springer, 1997.
    [8]
    张民庆 , 张文强 . 注浆技术在基坑工程的应用 [J]. 岩土工程学报 , 2006, 28( 增刊 ): 1742 – 1747. (ZHANG Min-qing, ZHANG Wen-qiang. Application of grouting technology in excavation engineering[J]. Chinese Journal of Geotechnical Engineering, 2006, 28 (S0): 1742 – 1747. (in Chinese))
    [9]
    许 凯 , 叶 桦 , 马 铸 , 等 . 基于 Struts, Hibernate 和 MapXtreme 的 Web GIS 研究与应用 [J]. 东南大学学报（自然科学版） , 2006, 36 ( 增刊 1): 58 – 61. (XU Kai, YE Hua, MA Zhu, et al. Research and development of Web GIS based on Struts, Hibenate and MapXtreme[J]. Journal of Southeast University (Natural Science Edition), 2006, 36 (S1): 58 – 61. (in Chinese))
    [10]
    王述红 , 郝 哲 . 岩体微裂隙注浆量预测分析的遗传神经网络方法 [J]. 岩土工程学报 , 2001, 23 (5): 572 – 575. (WANG Shu-hong, HAO Zhe. The genetic algorithm2neural network method to forecast the miniature crack grouting in rock matrix[J]. Chinese Journal of Geotechnical Engineering, 2001, 23 (5): 572 – 575. (in Chinese))
    [11]
    张忠苗 , 吴世明 . 钻孔灌注桩桩底后注浆机理与应用研究 [J]. 岩土工程学报 , 1999, 21 (6): 681 – 686. (ZHANG Zhong-miao, WU Shi-ming. Study of mechanism and application on bored pile end grouting[J]. Chinese Journal of Geotechnical Engineering, 1999, 21 (6): 681 – 686. (in Chinese))
    [12]
    许万忠 , 潘进兵 , 周治平 , 等 . 节理裂隙岩体注浆渗透模型分析 [J]. 中国铁道科学 , 2010, 31 (3): 47 – 51. (XU Wan-zhong, PAN Jin-bing, ZHOU Zhi-ping, et al. Model analysis of the grouting seepage in the jointed and fractured rock mass[J]. China Railway Science, 2010, 31 (3): 47 – 51. (in Chinese))
    • Related Articles

  • Related Articles

    [1]DI Hong-gui, ZHOU Shun-hua, GONG Quan-mei, WANG Pei-xin, XIAO Jun-hua. Differential settlement of metro tunnels and its zonal control in soft deposits[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 74-79. DOI: 10.11779/CJGE2015S2016
    [2]WU Yue-dong, ZHANG Chao, ZHONG Guang-qiang. Control of differential settlement of road widening of expressways on soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 652-655.
    [3]WENG Xiao-lin, ZHANG Chao, MA Hao-hao, SONG Wen-jia. Control criteria for differential settlement of widened road[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(9): 1705-1711.
    [4]WANG Tao, LIU Jin-Li. Beneficial factor of pit resilience recompression in view of reducing differential settlement of main building and podium[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 250-255.
    [5]Model tests on control techniques for differential settlement of road widening[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1).
    [6]GAO Deng, ZHU Bin, CHEN Yunmin. Mechanism and analytic model of wrinkled geomembranes around circular structures subjected to differential settlement[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(8): 1126-1132.
    [7]ZHENG Gang, LIU Shuangju, PEI Yingjie, DIAO Yu. Piled raft with gap between pile top and raft to adjust differential settlement[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 636-641.
    [8]LIU Tao, LIU Mingzhen. Discussion on "Experimental study to reduce differential settlements of raft of composite foundation with rigid piles"[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1593-1594.
    [9]LIU Donglin, ZHENG Gang, LIU Jinli, LI Jinxiu. Experimental study to reduce differential settlements of raft of composite foundation with rigid piles[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 517-523.
    [10]Zhang Guo-xia, Zhang Nai-rui, Zhang Feng-lin. Nonlinear Differential Settlement Analysis[J]. Chinese Journal of Geotechnical Engineering, 1981, 3(3): 41-48.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return