大型地下洞室群施工期结构安全与进度耦合实时仿真
|
摘要
大型地下洞室群施工安全与进度受突发不良地质状况影响较大,实时确定不良地质对施工结构安全与进度的综合影响具有重要工程意义。通过建立实际施工状态"集合"与3维全尺度数值模型模拟状态"集合"之间的实时动态映射关系,以数值模拟技术为主要手段,结合并行计算方法,实现对地下洞室群施工过程的结构安全与进度耦合实时仿真。将突发不良地质状况映射到数值模型上,根据实时仿真结果对不良地质段施工的结构安全性进行预测评估,对不满足安全要求的施工状态提出相应的处理措施,并对处理效果进行实时仿真预测,将确定的处理措施以施工参数的形式反馈给施工进度控制系统,实时评价处理措施对总体施工进度的影响。最后基于Python+VB.net混合编程技术开发了大型地下洞室群施工期结构安全与进度耦合实时仿真系统,该系统实现了地下工程安全施工与进度控制的现场办公一体化,为地下工程现场施工的安全与进度控制提供了技术支持。
By establishing the real-time dynamic mapping relationship between the set of the actual construction state and the set of the emulation mode of the three dimensional and full scale numerical model,with numerical simulation technology as the main means,and combining with parallel computing method,the function of coupling real-time simulation of structure safety and schedule during the full process of construction was realized.The bad geological conditions were mapped to the numerical model,then according to the real-time simulation results,the prediction and evaluation of the structure safety with bad geological conditions were made,treatment measures were put forward if the safety of construction state does not meet requirements,and the treatment effect was predicted by real-time numerical simulation.The determined treatment measures were converted to construction parameters to feedback to construction schedule control system,and the influence on the construction schedule caused by treatment measures was evaluated simultaneously.Finally,based on a mixed programming technology with Python and VB.net,a large-scale underground cavern group construction structure safety and schedule coupling real-time simulation system was developed.The system realized the field office integration of underground cavern group construction safety and schedule control,which provides great technical support to safety and schedule control of underground cavern group construction.
By establishing the real-time dynamic mapping relationship between the set of the actual construction state and the set of the emulation mode of the three dimensional and full scale numerical model,with numerical simulation technology as the main means,and combining with parallel computing method,the function of coupling real-time simulation of structure safety and schedule during the full process of construction was realized.The bad geological conditions were mapped to the numerical model,then according to the real-time simulation results,the prediction and evaluation of the structure safety with bad geological conditions were made,treatment measures were put forward if the safety of construction state does not meet requirements,and the treatment effect was predicted by real-time numerical simulation.The determined treatment measures were converted to construction parameters to feedback to construction schedule control system,and the influence on the construction schedule caused by treatment measures was evaluated simultaneously.Finally,based on a mixed programming technology with Python and VB.net,a large-scale underground cavern group construction structure safety and schedule coupling real-time simulation system was developed.The system realized the field office integration of underground cavern group construction safety and schedule control,which provides great technical support to safety and schedule control of underground cavern group construction.
引文
[1]Feng Xiating,Zhou Hui,Li Shaojun,et al.System of intelli-gent evaluation and prediction in space-time for safety ofrock engineering under hazardous environment[J].ChineseJournal of Rock Mechanics and Engineering,2008,27(9):1741-1756.[冯夏庭,周辉,李邵军,等.复杂条件下岩石工程安全性的智能分析评估和时空预测系统[J].岩石力学与工程学报,2008,27(9):1741-1756.]
[2]Feng Xiating,Zhou Hui,Li Shaojun,et al.Integrated intelli-gent feedback analysis of rock mechanics and engineeringproblems and its applications[J].Chinese Journal of RockMechanics and Engineering,2007,26(9):1737-1744.[冯夏庭,周辉,李邵军,等.岩石力学与工程综合集成智能反馈分析方法及应用[J].岩石力学与工程学报,2007,26(9):1737-1744.]
[3]Feng Xiating,Jiang Quan,Xiang Tianbing,et al.Intelligentand dynamic design method of large cavern group and itspractice[J].Chinese Journal of Rock Mechanics and Engi-neering,2011,30(3):433-448.[冯夏庭,江权,向天兵,等.大型洞室群智能动态设计方法及其实践[J].岩石力学与工程学报,2011,30(3):433-448.]
[4]Jiang Quan,Hou Jing,Feng Xiating,et al.dynamic feedbackanalysis and engineering control ofsurrounding rock local in-stability in underground powerhouse of JinpingⅡhydropowerstation[J].Chinese Journal of Rock Mechanics and Engi-neering,2008,27(9):1899-1907.[江权,侯靖,冯夏庭,等.锦屏二级水电站地下厂房围岩局部不稳定问题的实时动态反馈分析与工程调控研究[J].岩石力学与工程学报,2008,27(9):1899-1907.]
[5]Wang Gang,Jiang Yujing,Li Shucai.Rapid feedback analys-ismethod forunderground caverns during constructio[J].Journalof Shandong University:Engineering Science,2011,41(8):133-142.[王刚,蒋宇静,李术才.大型地下洞室群施工期快速反馈分析实用方法[J].山东大学学报:工学版,2011,41(8):133-142.]
[6]Fu Chenghua,Qin Weixing,Chen Shenghong,al et.develop-ment and application of rock-mass mechanical parametersback analysis software system for underground cavern[J].Rock and Soil Mechanics,2007,28(3):577-581.[付成华,秦卫星,陈胜宏,等.地下洞室岩体力学参数反演软件系统开发与应用[J].岩土力学,2007,28(3):577-581.]
[7]钟登华,刘东海.大型地下洞室群施工系统仿真理论方法与应用[M].北京:中国水利水电出版社,2003:9-18.
[8]He Ping,Li Zhixiong,Lu Yuanzhong,et al.Overview ofreasearches on fault simulation by finite element methold[J].North Western Seismological Journal,2011,33(2):186-194.[和平,李志雄,陆远忠,等.断层面的有限单元模拟方法综述[J].西北地震学报,2011,33(2):186-194.]
[9]Wang Ren,He Guoqi,Yin Youquan,et al.A mathematicalsimulation for the pattern of seismic transference in northchina[J].Acta Seismologica Sinica,1980,2(1):32-42.[王仁,何国琦,殷有泉,等.华北地区地震迁移规律的数学模拟[J].地震学报,1980,2(1):32-42.]
[10]Rawnsley K K.Joint development in perturbed stress fieldnear faults[J].Journal of Structural Geology,1992,14(8/9):939-951.
[11]Jiang Quan.Study on model and stability of surroundingrock of large underground caverns under high geo-stress con-dition[D].Wuhan:The Chinese Academy of Science,2007.[江权.高地应力下硬岩弹脆塑性劣化本构模型与大型地下洞室群围岩稳定性分析[D].武汉:中国科学研究生院,2007.]
[12]Zuo Shuangying,Xiao Ming,Lai Ying.Numerical analysisof excavation and anchorage effect on complex undergroundcaverns of a hydropower station with flac3d[J].EngineeringJournal of Wuhan University,2009,42(4):432-436.[左双英,肖明,来颖.基于flac_3d_的某水电站大型地下洞室群开挖及锚固效应数值分析[J].武汉大学学报工学版,2009,42(4):432-436.]
[13]Gao Qian,Song Jianguo,Yu Weijian,et al.Design and nu-merical simulation of rock bolting and shotcrete for deep tun-nels with high stress in Jinchuan Mine[J].Chinese Journalof Geotechnical Engineering,2007,29(2):279-284.[高谦,宋建国,余伟健,等.金川深部高应力巷道锚喷支护设计与数值模拟技术[J].岩土工程学报,2007,29(2):279-284.]
[14]Wu Bo,Liu Weining,Gao Bo,et al.3D simulation and a-nalysis on construction behavior of forked metro tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(18):3081-3086.[吴波,刘维宁,高波,等.地铁分岔隧道施工性态的三维数值模拟与分析[J].岩石力学与工程学报,2004,23(18):3081-3086.]
[15]Wu Xiangdong,Liu Zhigang,Wan Mi,et al.Study and de-velopment on the application of Abaqus in the sheet metalrapid forming simulation based on Python[J].Journal ofPlasticity Engineering,2009,16(4):68-72.[吴向东,刘志刚,万敏,等.基于Python的Abaqus二次开发及在板料快速冲压成形模拟中的应用[J].塑性工程学报,2009,16(4):68-72.]
[2]Feng Xiating,Zhou Hui,Li Shaojun,et al.Integrated intelli-gent feedback analysis of rock mechanics and engineeringproblems and its applications[J].Chinese Journal of RockMechanics and Engineering,2007,26(9):1737-1744.[冯夏庭,周辉,李邵军,等.岩石力学与工程综合集成智能反馈分析方法及应用[J].岩石力学与工程学报,2007,26(9):1737-1744.]
[3]Feng Xiating,Jiang Quan,Xiang Tianbing,et al.Intelligentand dynamic design method of large cavern group and itspractice[J].Chinese Journal of Rock Mechanics and Engi-neering,2011,30(3):433-448.[冯夏庭,江权,向天兵,等.大型洞室群智能动态设计方法及其实践[J].岩石力学与工程学报,2011,30(3):433-448.]
[4]Jiang Quan,Hou Jing,Feng Xiating,et al.dynamic feedbackanalysis and engineering control ofsurrounding rock local in-stability in underground powerhouse of JinpingⅡhydropowerstation[J].Chinese Journal of Rock Mechanics and Engi-neering,2008,27(9):1899-1907.[江权,侯靖,冯夏庭,等.锦屏二级水电站地下厂房围岩局部不稳定问题的实时动态反馈分析与工程调控研究[J].岩石力学与工程学报,2008,27(9):1899-1907.]
[5]Wang Gang,Jiang Yujing,Li Shucai.Rapid feedback analys-ismethod forunderground caverns during constructio[J].Journalof Shandong University:Engineering Science,2011,41(8):133-142.[王刚,蒋宇静,李术才.大型地下洞室群施工期快速反馈分析实用方法[J].山东大学学报:工学版,2011,41(8):133-142.]
[6]Fu Chenghua,Qin Weixing,Chen Shenghong,al et.develop-ment and application of rock-mass mechanical parametersback analysis software system for underground cavern[J].Rock and Soil Mechanics,2007,28(3):577-581.[付成华,秦卫星,陈胜宏,等.地下洞室岩体力学参数反演软件系统开发与应用[J].岩土力学,2007,28(3):577-581.]
[7]钟登华,刘东海.大型地下洞室群施工系统仿真理论方法与应用[M].北京:中国水利水电出版社,2003:9-18.
[8]He Ping,Li Zhixiong,Lu Yuanzhong,et al.Overview ofreasearches on fault simulation by finite element methold[J].North Western Seismological Journal,2011,33(2):186-194.[和平,李志雄,陆远忠,等.断层面的有限单元模拟方法综述[J].西北地震学报,2011,33(2):186-194.]
[9]Wang Ren,He Guoqi,Yin Youquan,et al.A mathematicalsimulation for the pattern of seismic transference in northchina[J].Acta Seismologica Sinica,1980,2(1):32-42.[王仁,何国琦,殷有泉,等.华北地区地震迁移规律的数学模拟[J].地震学报,1980,2(1):32-42.]
[10]Rawnsley K K.Joint development in perturbed stress fieldnear faults[J].Journal of Structural Geology,1992,14(8/9):939-951.
[11]Jiang Quan.Study on model and stability of surroundingrock of large underground caverns under high geo-stress con-dition[D].Wuhan:The Chinese Academy of Science,2007.[江权.高地应力下硬岩弹脆塑性劣化本构模型与大型地下洞室群围岩稳定性分析[D].武汉:中国科学研究生院,2007.]
[12]Zuo Shuangying,Xiao Ming,Lai Ying.Numerical analysisof excavation and anchorage effect on complex undergroundcaverns of a hydropower station with flac3d[J].EngineeringJournal of Wuhan University,2009,42(4):432-436.[左双英,肖明,来颖.基于flac_3d_的某水电站大型地下洞室群开挖及锚固效应数值分析[J].武汉大学学报工学版,2009,42(4):432-436.]
[13]Gao Qian,Song Jianguo,Yu Weijian,et al.Design and nu-merical simulation of rock bolting and shotcrete for deep tun-nels with high stress in Jinchuan Mine[J].Chinese Journalof Geotechnical Engineering,2007,29(2):279-284.[高谦,宋建国,余伟健,等.金川深部高应力巷道锚喷支护设计与数值模拟技术[J].岩土工程学报,2007,29(2):279-284.]
[14]Wu Bo,Liu Weining,Gao Bo,et al.3D simulation and a-nalysis on construction behavior of forked metro tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(18):3081-3086.[吴波,刘维宁,高波,等.地铁分岔隧道施工性态的三维数值模拟与分析[J].岩石力学与工程学报,2004,23(18):3081-3086.]
[15]Wu Xiangdong,Liu Zhigang,Wan Mi,et al.Study and de-velopment on the application of Abaqus in the sheet metalrapid forming simulation based on Python[J].Journal ofPlasticity Engineering,2009,16(4):68-72.[吴向东,刘志刚,万敏,等.基于Python的Abaqus二次开发及在板料快速冲压成形模拟中的应用[J].塑性工程学报,2009,16(4):68-72.]
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心