Русский
English 11-31 стр.
В статье приведены принципы и алгоритмы метода конечных элементов в решении задач геотехники с учетом сейсмических воздействий для определения напряженно-деформированного состояния сооружений и устойчивости склона, реализованные в программном комплексе Midas GTS NX. GTS NX позволяет выполнять расчеты различных типов геотехнических задач и решать комплексные геотехнические задачи в единой программной среде. GTS NX охватывает весь спектр инженерно-геотехнических проектов, включая расчеты системы "основание-сооружение", глубоких котлованов с различными вариантами крепления, тоннелей сложной формы, расчеты консолидации и фильтрации, а также расчеты на динамические действия и расчеты устойчивости. При этом все типы расчетов в GTS NX возможно выполнять как в 2D, так и в 3D постановке. Автор не претендует на авторство метода конечных элементов, но не может обойтись без наведения основных уравнений, поскольку это влияет на определение границ использования, формулирование алгоритмов построения расчетных схем и на анализ результатов расчета.
1. Chen G., Su G. Deformation information management of underground engineering based on data mining technology // In ICIME 2010-2010 2nd IEEE International Conference on Information Management and Engineering. 2010. Vol. 6. P. 140 – 143). https://doi.org/10.1109/ICIME.2010.5478295
2. Gao L.L., Wu S.C., Fan G.L., Wang Y.H. Research on large deformation mechanism and its control of a loess tunnel entrance. In Rock Mechanics: Achievements and Ambitions – Proceedings of the 2nd ISRM International Young Scholars’ Symposium on Rock Mechanics. 2012. P. 615 – 620.
3. He Y.-J., Chen T., Han L. An automatic monitoring method of slope deformation in open-pit mine based on bp neural network and gis technology // International Journal of Circuits, Systems and Signal Processing. 2020. № 14. P. 353 – 360. https://doi.org/10.46300/9106.2020.14.48
4. Li C., Deng H., Chen G., Wang S., Guo Y., Wu S. (). Technology and application of 3D tunnel information monitoring. In Proceedings of SPIE – The International Society for Optical Engineering. 2015. Vol. 9794. https://doi.org/10.1117/12.2202347
5. Li L., Li S., Zhao Y., Wang H., Liu Q., Yuan X., Zhang, Q. Spatial deformation mechanism and load release evolution law of surrounding rock during construction of super-large section tunnel with soft broken surrounding rock masses // Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering. 2012. № 31 (10). P. 2109 – 2118.
6. Liu B., Zhang D., Xi P. Review on design, construction, stress and deformation characteristics of asymmetrically loaded deep excavation [偏压基坑工程设计,施工与受力变形特性研究进展] // Zhongguo Kuangye Daxue Xuebao/Journal of China University of Mining and Technology. 2018. № 47 (4). P. 791 – 804.
7. Liu X., Shu Y., Gu K. Design for informatization construction technology in geotube embankment engineering and its preliminary practices [管袋坝信息化施工设计与初步实践] // Advances in Science and Technology of Water Resources. 2018. № 38 (1). P. 44 – 49. https://doi.org/10.3880/j.issn.1006-7647.2018.01.006
8. Ma D.L., Cui J., Wang S.Y. (2014). Application and research of 3D laser scanning technology in steel structure installation and deformation monitoring. Applied Mechanics and Materials, 580–583, 2838–2841. https://doi.org/10.4028/www.scientific.net/AMM.580-583.2838
9. Ma S. Three-dimensional Laser Combined with BIM Technology for Building Modeling, Information Data Acquisition and Monitoring // Nonlinear Optics Quantum Optics. 2020. № 52 (3-4). P. 191 – 203.
10. Ming G., Zhao Y., Deng P., Guoli W. Key technology of overall structure monitoring of super-huge and profiled steel structure based on FEA simulation and LIDAR // Information Technology Journal. 2013. 12 (18). P. 4576 – 4581. https://doi.org/10.3923/itj.2013.4576.4581
11. Nadirov R., Syzdykova L., Zhussupova A. Copper smelter slag treatment by ammonia solution: Leaching process optimization // Journal of Central South University. 2017. № 24 (12). P. 2799 – 2804. https://doi.org/10.1007/s11771-017-3694-3
12. Protsiuk V. (2019). Georadar technologies application during determination of deformation characteristics of subgrade soils. In IOP Conference Series: Materials Science and Engineering (Vol. 708). https://doi.org/10.1088/1757-899X/708/1/012023
13. Su J., Zhang D., Gao Z., Huang J., Xiao C. Structural deformation and control of subway station constructed by cut and cover reverse method // Zhongguo Tiedao Kexue/China Railway Science. 2010. № 31 (1). P. 59 – 65.
14. Tian L., Hao J., Wang Y. (2009). The analysis of construction mechanical simulation of the large-span steel structure // In 2009 International Conference on Information Management, Innovation Management and Industrial Engineering, ICIII 2009. Vol. 1. P. 150 – 153). https://doi.org/10.1109/ICIII.2009.43
15. Tian T., Pan M., Han X., Cong W., Zhang F., Zhang J. Key technologies of prediction and display of deformation field induced by underground construction // Beijing Daxue Xuebao (Ziran Kexue Ban)/Acta Scientiarum Naturalium Universitatis Pekinensis, 2011. № 47 (5). P. 819 – 824.
16. Wu K., Zhang K., Wang C.J., Zhao C. (2013). Study on the information processing technology of deformation monitoring data in the underground engineering. Applied Mechanics and Materials, 353–354, 1555–1558. https://doi.org/10.4028/www.scientific.net/AMM.353-356.1555
17. Wu S.L., Deng H.L., Chen K.J., Zhu M.Y., Huang D.H., Fu S.Y. (). Visual monitoring technology of the tunnel 3D laser scanning and engineering applications // Advanced Materials Research. 2013. № 779. P. 463 – 468. https://doi.org/10.4028/www.scientific.net/AMR.779-780.463
18. Yang Y.-J., Yue Z.-R., Wang S. Information construction technology of box-culverts underpass the airport taxiway // Beijing Gongye Daxue Xuebao/Journal of Beijing University of Technology. 2013. № 39 (9). P. 1316 – 1322.
19. Zhang C., Zhang D., Wang M., Huang J. (2008). Analysis of stratum deformation induced by overlapping tunnels construction in shallow depth // Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 27(SUPPL.), 3244–3250.
20. Zhao L., & Chen S. Information monitoring technology for support structure of railway tunnel during operation // SDHM Structural Durability and Health Monitoring. 2018 № 12 (1). P. 35 – 50. https://doi.org/10.3970/sdhm.2018.012.035
2. Gao L.L., Wu S.C., Fan G.L., Wang Y.H. Research on large deformation mechanism and its control of a loess tunnel entrance. In Rock Mechanics: Achievements and Ambitions – Proceedings of the 2nd ISRM International Young Scholars’ Symposium on Rock Mechanics. 2012. P. 615 – 620.
3. He Y.-J., Chen T., Han L. An automatic monitoring method of slope deformation in open-pit mine based on bp neural network and gis technology // International Journal of Circuits, Systems and Signal Processing. 2020. № 14. P. 353 – 360. https://doi.org/10.46300/9106.2020.14.48
4. Li C., Deng H., Chen G., Wang S., Guo Y., Wu S. (). Technology and application of 3D tunnel information monitoring. In Proceedings of SPIE – The International Society for Optical Engineering. 2015. Vol. 9794. https://doi.org/10.1117/12.2202347
5. Li L., Li S., Zhao Y., Wang H., Liu Q., Yuan X., Zhang, Q. Spatial deformation mechanism and load release evolution law of surrounding rock during construction of super-large section tunnel with soft broken surrounding rock masses // Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering. 2012. № 31 (10). P. 2109 – 2118.
6. Liu B., Zhang D., Xi P. Review on design, construction, stress and deformation characteristics of asymmetrically loaded deep excavation [偏压基坑工程设计,施工与受力变形特性研究进展] // Zhongguo Kuangye Daxue Xuebao/Journal of China University of Mining and Technology. 2018. № 47 (4). P. 791 – 804.
7. Liu X., Shu Y., Gu K. Design for informatization construction technology in geotube embankment engineering and its preliminary practices [管袋坝信息化施工设计与初步实践] // Advances in Science and Technology of Water Resources. 2018. № 38 (1). P. 44 – 49. https://doi.org/10.3880/j.issn.1006-7647.2018.01.006
8. Ma D.L., Cui J., Wang S.Y. (2014). Application and research of 3D laser scanning technology in steel structure installation and deformation monitoring. Applied Mechanics and Materials, 580–583, 2838–2841. https://doi.org/10.4028/www.scientific.net/AMM.580-583.2838
9. Ma S. Three-dimensional Laser Combined with BIM Technology for Building Modeling, Information Data Acquisition and Monitoring // Nonlinear Optics Quantum Optics. 2020. № 52 (3-4). P. 191 – 203.
10. Ming G., Zhao Y., Deng P., Guoli W. Key technology of overall structure monitoring of super-huge and profiled steel structure based on FEA simulation and LIDAR // Information Technology Journal. 2013. 12 (18). P. 4576 – 4581. https://doi.org/10.3923/itj.2013.4576.4581
11. Nadirov R., Syzdykova L., Zhussupova A. Copper smelter slag treatment by ammonia solution: Leaching process optimization // Journal of Central South University. 2017. № 24 (12). P. 2799 – 2804. https://doi.org/10.1007/s11771-017-3694-3
12. Protsiuk V. (2019). Georadar technologies application during determination of deformation characteristics of subgrade soils. In IOP Conference Series: Materials Science and Engineering (Vol. 708). https://doi.org/10.1088/1757-899X/708/1/012023
13. Su J., Zhang D., Gao Z., Huang J., Xiao C. Structural deformation and control of subway station constructed by cut and cover reverse method // Zhongguo Tiedao Kexue/China Railway Science. 2010. № 31 (1). P. 59 – 65.
14. Tian L., Hao J., Wang Y. (2009). The analysis of construction mechanical simulation of the large-span steel structure // In 2009 International Conference on Information Management, Innovation Management and Industrial Engineering, ICIII 2009. Vol. 1. P. 150 – 153). https://doi.org/10.1109/ICIII.2009.43
15. Tian T., Pan M., Han X., Cong W., Zhang F., Zhang J. Key technologies of prediction and display of deformation field induced by underground construction // Beijing Daxue Xuebao (Ziran Kexue Ban)/Acta Scientiarum Naturalium Universitatis Pekinensis, 2011. № 47 (5). P. 819 – 824.
16. Wu K., Zhang K., Wang C.J., Zhao C. (2013). Study on the information processing technology of deformation monitoring data in the underground engineering. Applied Mechanics and Materials, 353–354, 1555–1558. https://doi.org/10.4028/www.scientific.net/AMM.353-356.1555
17. Wu S.L., Deng H.L., Chen K.J., Zhu M.Y., Huang D.H., Fu S.Y. (). Visual monitoring technology of the tunnel 3D laser scanning and engineering applications // Advanced Materials Research. 2013. № 779. P. 463 – 468. https://doi.org/10.4028/www.scientific.net/AMR.779-780.463
18. Yang Y.-J., Yue Z.-R., Wang S. Information construction technology of box-culverts underpass the airport taxiway // Beijing Gongye Daxue Xuebao/Journal of Beijing University of Technology. 2013. № 39 (9). P. 1316 – 1322.
19. Zhang C., Zhang D., Wang M., Huang J. (2008). Analysis of stratum deformation induced by overlapping tunnels construction in shallow depth // Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 27(SUPPL.), 3244–3250.
20. Zhao L., & Chen S. Information monitoring technology for support structure of railway tunnel during operation // SDHM Structural Durability and Health Monitoring. 2018 № 12 (1). P. 35 – 50. https://doi.org/10.3970/sdhm.2018.012.035
Корягина С.А. Информатизация управления строительством как основы предотвращения техногенных аварий // Строительные материалы и изделия. 2021. Том 4. № 4. С. 11 – 31. https://doi.org/10.34031/2618-7183-2021-4-4-11-31