参考文献
[1] Yu, C. , & Zhang, Z.(2015). Development history and current status of urban underground utility tunnels in China and abroad[Chinese][J]. Construction Science and Technology, 17: 49-51. https://doi.org/10.16116/j.cnki.jskj.2015.17.012. [2] Sun, Y.(2013). Insights from the development of foreign utility tunnels for the construction of underground pipelines in China[Chinese][J]. Science & Technology Information, 22: 228-230. https://doi.org/10.3969/j.issn.1672-3791.2013.22.157. [3] Marshall, A. M. , & Haji, T.(2015). An analytical study of tunnel-pile interaction[J]. Tunnelling and Underground Space Technology, 45: 43-51. https://doi.org/10.1016/j.tust.2014.09.001. [4] Sharma, J. S. , Hefny, A. M. , Zhao, J. , & Chan, C. W.(2001). Effect of large excavation on deformation of adjacent MRT tunnels[J]. Tunnelling and Underground Space Technology, 16(2): 93-98. https://doi.org/10.1016/S0886-7798(01)00033-5. [5] Hunt, D. V. L. , Nash, D. , & Rogers, C. D. F.(2014). Sustainable utility placement via multi-utility tunnels[J]. Tunnelling and Underground Space Technology, 39: 15-26. https://doi.org/10.1016/j.tust.2012.02.001. [6] Robati, M. , & Atabi, F.(2010). Environmental Impacts of Urban Utility Tunnel Construction(Case Study: Urban Utility Tunnel District 22 of Tehran)[J]. Journal of Environmental Studies, 36(54). https://doi.org/20.1001.1.10258620.1389.36.54.8.3 [7] Namin, F. S. , Ghafari, H. , & Dianati, A.(2014). New model for environmental impact assessment of tunneling projects[J]. Journal of Environmental Protection, 5(6): 530-550. https://doi.org/10.4236/jep.2014.56056. [8] Jiang, L. , Chen, J. , & Li, J.(2010). Seismic response of underground utility tunnels: shaking table testing and FEM analysis[J]. Earthquake engineering and engineering vibration, 9(4): 555-567. https://doi.org/10.1007/s11803-010-0037-x. [9] Li, J. , Yue, Q. , & Chen, J.(2010). Dynamic response of utility tunnel during the passage of Rayleigh waves[J]. Earthquake Science, 23(1): 13-24. https://doi.org/10.1007/s11589-009-0067-5. [10] Tan, J. , Wang, J. , Yang, Z. , & Zhai, C.(2013). Study on the structural safety evaluation method of the municipal tunnel[C]. In ICPTT 2013: Trenchless Technology( pp. 19-29). https://doi.org/10.1061/9780784413142.003. [11] Petrukhin, V. P. , Isaev, O. N. , Nayatov, D. V. , & Gilshtein, S. R.(2002). Construction of Utility Tunnels in Moscow with Preservation of Existing Buildings[J]. Soil Mechanics & Foundation Engineering, 39(4). https://doi.org/10.1023/A:1020912401443. [12] Dong, L. , Yao, A. , Zhou, D. , Zhang, G. , & Zhang, P.(2023). Experimental study on seismic behavior of Tjoints of composite shell system with prefabricated underground pipe gallery[J]. Structures, 58: 105572. https://doi.org/10.1016/j.istruc.2023.105572. [13] Xu, Q. , Bai, C. , Peng, J. , Lu, Q. , & Zhao, J.(2023). Model test of prefabricated underground utility tunnel crossing active ground fissures[J]. Tunnelling and Underground Space Technology, 140: 105279. https://doi.org/10.1016/j.tust.2023.105279. [14] Duan, X. , Dong, Q. , & Ye, W.(2019). Experimental study on seismic performance of prefabricated utility tunnel[J]. Advances in Civil Engineering, 2019(1): 8968260. https://doi.org/10.1155/2019/8968260. [15] Bendsøe, M. P.(1989). Optimal shape design as a material distribution problem[J]. Structural optimization, 1(4): 193-202. https://doi.org/10.1007/BF01650949. [16] Xie, Y. M. , & Steven, G. P.(1993). A simple evolutionary procedure for structural optimization[J]. Computers & structures, 49(5): 885-896. https://doi.org/10.1016/0045-7949(93)90035-C. [17] Huang, X. , & Xie, Y. M.(2009). Bi-directional evolutionary topology optimization of continuum structures with one or multiple materials[J]. Computational Mechanics, 43(3): 393-401. https://doi.org/10.1007/s00466-008-0312-0. [18] Xue, W. , Hu, X. , & Wang, H.(2009). Experimental Studies on Mechanical Properties of PPMT in Shanghai Expo Area[Chinese][J]. Special Structures, 26(1): 105-108+116. https://doi.org/10.3969/j.issn.1001-3598.2009.01.027. [19] Hu, X. , & Xue, W.(2010). Prestressed precast comprehensive pipe gallery mechanical performance experimental study[Chinese][J]. China Civil Engineering Journal, 43(5): 29-37. [20] Lei, Y. T.(2024). Finite Element Analysis of Seismic Response of Prefabricated Single Compartment Underground Pipe Gallery[Chinese][J]. Development & Innovation of Machinery & Electrical Products,(4): 158- 160+196. https://doi.org/10.3969/j.issn.1002-6673.2024.04.045. [21] Kuang, Y. , Jiang, L. , Liu, Y. , Mo, X. , Fu, L. , & Luo, S.(2021). Experimental study of mechanical properties of joints in a new-type prefabricated double cabin utility tunnel[Chinese][J]. Chinese Journal of Engineering, 43(11): 1522-1533. https://doi.org/10.13374/j.issn2095-9389.2021.03.07.002 [22] Bendsøe, M. P. , & Kikuchi, N.(1988). Generating optimal topologies in structural design using a homogenization method[J]. Computer methods in applied mechanics and engineering, 71(2): 197-224. https://doi.org/10.1016/0045-7825(88)90086-2. [23] Rong, Y. , Zhao, Z. L. , Feng, X. Q. , & Xie, Y. M.(2022). Structural topology optimization with an adaptive design domain[J]. Computer Methods in Applied Mechanics and Engineering, 389: 114382. https://doi.org/10.1016/j.cma.2021.114382 [24] Li, Z. , & Zhou, W.(2023). Optimizing UHPC walls into trusses based on the solid isotropic material with penalization method[J]. Structures, 47: 573-585. https://doi.org/10.1016/j.istruc.2022.11.076. [25] Berke, L. , & Khot, N. S.(1974). Use of optimality criteria methods for large scale systems[R]. Air Force Flight Dynamics Laboratory. [26] Powell, M. J.(1969). A method for nonlinear constraints in minimization problems[R]. Optimization, 283-298. [27] Lamberti, L. , & Pappalettere, C.(2000). Comparison of the numerical efficiency of different sequential linear programming based algorithms for structural optimisation problems[J]. Computers & Structures, 76(6): 713-728. https://doi.org/10.1016/S0045-7949(99)00185-6. [28] Bruggi, M. , Milani, G. , & Taliercio, A.(2014). Simple topology optimization strategy for the FRP reinforcement of masonry walls in two-way bending[J]. Computers & Structures, 138: 86-101. https://doi.org/10.1016/j.compstruc.2014.02.012. [29] Zakian, P. , & Kaveh, A.(2020). Topology optimization of shear wall structures under seismic loading[J]. Earthquake Engineering and Engineering Vibration, 19: 105-116. https://doi.org/10.1007/s11803-020-0550-5. [30] Sigmund, O.(2001). A 99 line topology optimization code written in Matlab[J]. Structural and multidisciplinary optimization, 21(2): 120-127. https://doi.org/10.1007/s001580050176. [31] Winkler, E.(1867). Vorträge über Eisenbahnbau, Heft 1, 2, Verlag H. Dominicus, Prag. [32] Ministry of Housing and Urban-Rural Development of the Peoples Republic of China.(2011). Code for design of building foundation(GB50007-2011)[Chinese]. [33] Amaral, R. R. , Gomes, H. M. , & Tamayo, J. L. P.(2025). A novel topology optimization sizing design method applied to a two-pile cap structure with a full nonlinear comparison[J]. Computers & Structures, 315: 107823. https://doi.org/10.1016/j.compstruc.2025.107823. [34] Stolpe, M. , & Svanberg, K.(2001). An alternative interpolation scheme for minimum compliance topology optimization[J]. Structural and Multidisciplinary Optimization, 22(2): 116-124. https://doi.org/10.1007/s001580100129. [35] Bruggi, M.(2009). Generating strut-and-tie patterns for reinforced concrete structures using topology optimization[J]. Computers & Structures, 87(23-24): 1483-1495. https://doi.org/10.1016/j.compstruc.2009.06.003. [36] Schlaich, J. , & Schafer, K.(1991). Design and detailing of structural concrete using strut-and-tie models[J]. Structural Engineer, 69(6): 113-125. [37] Xia, Y. , Langelaar, M. , & Hendriks, M. A.(2020). Automated optimization-based generation and quantitative evaluation of Strut-and-Tie models[J]. Computers & Structures, 238: 106297. https://doi.org/10.1016/j.compstruc.2020.106297. [38] Xia, Y. , Langelaar, M. , & Hendriks, M. A.(2020). A critical evaluation of topology optimization results for strut-and-tie modeling of reinforced concrete[J]. Computer- Aided Civil and Infrastructure Engineering, 35(8): 850-869. https://doi.org/10.1111/mice.12537.