Comparative investigation on deformation monitoring and numerical simulation of the deepest excavation in Beijing
Tóm tắt
Từ khóa
Tài liệu tham khảo
Attila S, András M, Balázs M (2016) Three-dimensional finite element analysis of deep excavations’ concave corners. Periodica Polytechn Civil Eng 60(3):371–378. https://doi.org/10.3311/PPci.8608
Chen J, Yang J, Zhang X, Wang S, Ou X (2017) Field measurements and design optimization of diaphragm walls. Geotech Test J 40(1):84–91. https://doi.org/10.1520/GTJ20160022
Cui Z, Li QM, Wang J (2019) Mechanical performance of composite retaining and protection structure for super large and deep foundation excavations. J Civ Eng Manag 25(5):431–440. https://doi.org/10.3846/jcem.2019.9873
Faheem H, Cai F, Ugai K (2004) Three-dimensional base stability of rectangular excavations in soft soils using FEM. Comput Geotech 31(2):67–74. https://doi.org/10.1016/j.compgeo.2004.02.005
Hsieh PG, Ou CY (1998) Shape of ground surface settlement profiles caused by excavation. Can Geotech J 35(6):1004–1017. https://doi.org/10.1139/t98-056
Li Z, Guo QQ, Wu GY (2003) Modeling study on Grand National Theater of China. In Proceedings of the International Conference on Advances in Concrete and Structures (ICACS). Xuzhou, China, pp 1178–1183
Lin P, Liu HY, Zhou WY (2015) Experimental study on failure behaviour of deep tunnels under high in-situ stresses. Tunn Undergr Space Technol 46:28–45. https://doi.org/10.1016/j.tust.2014.10.009
Liyanapathirana DS, Nishanthan R (2016) Influence of deep excavation induced ground movements on adjacent piles. Tunn Undergr Space Technol 52:168–181. https://doi.org/10.1016/j.tust.2015.11.019
Ninic J, Stascheit J, Meschke G (2014) Beam-solid contact formulation for finite element analysis of pile-soil interaction with arbitrary discretization. Int J Numer Anal Methods Geomech 38(14):1453–1476. https://doi.org/10.1002/nag.2262
Peck RB (1969) Deep excavation and tunneling in soft ground. In: In Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico City, Mexico, pp 225–290
Qiu DW, Wang T, Ye Q, Huang H, Wang LY, Duan MX, Luo DA (2019) A deformation prediction approach for supertall building using sensor monitoring system. Journal of Sensors 2019:1–12. https://doi.org/10.1155/2019/9283584
Schuster M, Kung GTC, Juang CH, Youssef MAH (2009) Simplified model for evaluating damage potential of buildings adjacent to a braced excavation. J Geotech Geoenviron 135(12):1823–1835
Sun K, Xu ZG, Liu TJ, Fang ZX (2004) Construction monitoring and numerical simulation analysis of deep excavation. Chin J Rock Mech Eng 02:293–298. https://doi.org/10.3321/j.issn:1000-6915.2004.02.023
Tan Y, Zhu HH, Peng FL, Karlsrud K, Wei B (2017) Characterization of semi-top-down excavation for subway station in Shanghai soft ground. Tunn Undergr Space Technol 68:244–261. https://doi.org/10.1016/j.tust.2017.05.028
Wang J, Li QM, Yang CW, Zhou CZ (2018) Repeated loading model for elastic-plastic contact of geomaterial. Adv Mech Eng 10(7):1–15. https://doi.org/10.1177/1687814018788778
Yang XH, Zhu YP, Guo N (2014) Internal force test research on pile-anchor retaining structure of metro station deep foundation. Rock Soil Mech 34(s2):185–197. https://doi.org/10.16285/j.rsm.2014.s2.078
Zeng FY, Zhang ZJ, Wang JH, Li MG (2018) Observed performance of two adjacent and concurrently excavated deep excavations in soft clay. J Perform Constr Facil 32(4). DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0001184
Zhao W, Han JY, Chen Y (2018) A numerical study on the influence of anchorage failure for a deep excavation retained by anchored pile walls. Adv Mech Eng 10(2):1–17. https://doi.org/10.1177/1687814018756775