Stress and deformation characteristics of ‘dual-purpose diaphragm wall’ in metro stations

References

• Al-Khazaali, M., Vanapalli, S. K., & Oh, W. T. (2019). Numerical investigation of soil-pipeline system behavior nearby unsupported excavation in saturated and unsaturated glacial till. Canadian Geotechnical Journal, 56(1), 69–88. doi:10.1139/cgj-2017-0411
   Web of Science ®Google Scholar
• Bartlett, S. F., Lingwall, B. N., & Vaslestad, J. (2015). Methods of protecting buried pipelines and culverts in transportation infrastructure using eps geofoam. Geotextiles and Geomembranes, 43(5), 450–461. doi:10.1016/j.geotexmem.2015.04.019
   Web of Science ®Google Scholar
• Beijing Planning Commission. (2013). Code for design of Metro(GB 50175-2013). Beijing: China Construction Industry Press. (in Chinses).
   Google Scholar
• Chen, B., Meng, Q., Yan, T., Wang, C., & Song, D. (2020). New simplified method for analysis of earth pressure on the imperfect trench installation box culvert. International Journal of Geomechanics, 20(10), 04020193. doi:10.1061/(ASCE)GM.1943-5622.0001842
   Web of Science ®Google Scholar
• Chen, B., Yan, T., Song, D., Luo, R., & Zhang, G. (2021a). Experimental investigations on a deep excavation support system with adjustable strut length. Tunnelling and Underground Space Technology, 115, 104046. doi:10.1016/j.tust.2021.104046
   Web of Science ®Google Scholar
• Chen, B., Yan, T., & Wang, C. (2021b). Mechanical characteristics of compound wall structural system for subway station. Journal of Harbin Institute of Technology, 53(11), 66–73. doi:10.11918/202003092
   Google Scholar
• Cheng, K., Xu, R., Ying, H., Gan, X., & Zhang, L. (2022). Performance of diaphragm walls in soft clay of a deep basement excavation. Soill Mechanics and Foundation Engineering, 59(2), 159–166. doi:10.1007/s11204-022-09797-5
   Web of Science ®Google Scholar
• Dong, H., Wei, L., Wu, S., Lv, J., Shan, P., Cao, J., & Li, J. (2014). Model test study of soil nailing wall in silty clay in Beijing. In 2014 Fifth International Conference on Intelligent Systems Design and Engineering Applications (ISDEA) (pp. 621–625). doi:10.1109/ISDEA.2014.260.
   Google Scholar
• Ehaab, N. E., Xie, Y. L., & Zhao, L. Y. (2010). Experimental study on mechanical properties of expanded polyslyrene (eps) in reducing loads. Journal of Chang'an University (Natural ence Edition), 30(3), 18–23.
   Google Scholar
• Fu, J., Zhuang, H., Wang, X., Chen, S., & Chen, G. (2018). Influence of diaphragm wall connection mode on earthquake response of subway station structure. Journal of Natural Disasters, 27(6), 42–50. doi:10.13577/j.jnd.2018.0606
   Google Scholar
• Harahap, S. E., & Ou, C. Y. (2020). Finite element analysis of time-dependent behavior in deep excavations. Computers and Geotechnics, 119, 103300. doi:10.1016/j.compgeo.2019.103300
   Web of Science ®Google Scholar
• Jia, J., Zhai, J. Q., Li, M. G., Zhang, L. L., & Xie, X. L. (2019). Performance of large-diameter circular diaphragm walls in a deep excavation: Case study of Shanghai tower. Journal of Aerospace Engineering, 32(5), 04019078. doi:10.1061/(ASCE)AS.1943-5525.0001056
   Web of Science ®Google Scholar
• Jia, Z., & Chen, B. (2021). Deformation characteristics of deep foundation pit of metro station under the condition of “one wall acted as two”. Journal of Beijing Jiaotong University, 45(03), 47–54.
   Google Scholar
• Kumar, S. D., Amit, S., & Kumar, M. A. (2018). Sustainability assessment of EPS-geofoam in road construction: A case study. International Journal of Sustainable Engineering, 12(5), 341–348. doi:10.1080/19397038.2018.1508319
   Web of Science ®Google Scholar
• Li, G., Li, Q., Wang, J., Dong, J., & Sun, Q. (2022). The deformation characteristics of a 40-m-deep excavation supported by a suspended diaphragm wall in rock and soil composite ground. KSCE Journal of Civil Engineering, 26(3), 1040–1050. doi:10.1007/s12205-021-1810-2
   Web of Science ®Google Scholar
• Lu, L. H., Wang, G. H., Wang, W. T., Xu, Q. W., & Wang, Y. J. (2017). Research on the structure design and mechanics analysis of the precast pile-retaining wall for metro station. Journal of Railway Engineering Society, 34(10), 93–98.
   Google Scholar
• Ma, X. F., Zhang, H. H., Zhu, W. J., Zheng, Y. F., & Xu, Q. W. (2009). Centrifuge model tests on deformation of ultra-deep foundation pits in soft ground. Chinese Journal of Geotechnical Engineering, 31(9), 1371–1377.
   Google Scholar
• Munjiza, A., & John, N. W. M. (2002). Mesh size sensitivity of the combined fem/dem fracture and fragmentation algorithms. Engineering Fracture Mechanics, 69(2), 281–295. doi:10.1016/S0013-7944(01)00090-X
   Web of Science ®Google Scholar
• Orazalin, Z. Y., Whittle, A. J., & Olsen, M. B. (2015). Three-dimensional analyses of excavation support system for the stata center basement on the mit campus. Journal of Geotechnical and Geoenvironmental Engineering, 141(7), 05015001. doi:10.1061/(ASCE)GT.1943-5606.0001326
   Web of Science ®Google Scholar
• Song, Q., Wang, W., & Weng, Q. (2006). Design of dual-purpose diaphragm walls in deep foundation pits. Chinese Journal of Geotechnical Engineering, 2006(S1), 1590–1595.
   Google Scholar
• Sun, F., Xu, Y., & Zhang, J. (2014). Design and claculation of vertical besring capacity of diaphragm wall. Chinese Journal of Geotechnical Engineering, 36(S2), 154–158. doi:10.11779/CJGE2014S2026
   Google Scholar
• Wang, K., Zhang, M., Yan, T., Chen, B., & Wang, C. (2020). Research on force characteristics of superimposed wall and compound wall of metro station. Engineering Construction, 52(3), 13–18. doi:10.13402/j.gcjs.2020.03.003
   Google Scholar
• Wang, W., & Xu, Z. (2010). Design and construction of deep excavations supported by permanent structure. Chinese Journal of Geotechnical Engineering, 32(S1), 191–199.
   Google Scholar
• Wang, X., Zhuang, H., Chen, G., & Wang, R. (2017). Effect of diaphragm wall on earthquake responses of an underground subway station. Chinese Journal of Geotechnical Engineering, 39(8), 1435–1443.
   Google Scholar
• Wu, C., Sun, Z., Lai, Y., & Bao, H. (2018). Study of deformation characteristics of diaphragm wall induced by deep large excavation in soft soil region. Rock and Soil Mechanics, 38(Sup2), 245–253. doi:10.16285/j.rsm.2018.0839
   Google Scholar
• Xing, H., Xiong, F., & Wu, J. (2016). Effects of pit excavation on an existing subway station and preventive measures. Journal of Performance of Constructed Facilities, 30(6), 04016063. doi:10.1061/(ASCE)CF.1943-5509.0000919
   Web of Science ®Google Scholar
• Xu, R. Q., Zhu, Y. H., & Ding, P. (2021). Performance of a large-scale excavation by bottom-up technique in Hangzhou soft clay. Advances in Civil Engineering, 2021, 6061849. doi:10.1155/2021/6061849
   Web of Science ®Google Scholar
• Yan, T., Chen, B., Zhang, L., He, J., & Zhang, Y. (2022). Dynamic adjustment method of diaphragm wall supporting system in deep foundation pit and its application. Journal of Zhejiang University (Engineering Science), 56(2), 356–367. doi:10.3785/j.issn.1008-973X.2022.02.017
   Google Scholar
• Yang, X. L., & Yi, D. Q. (2006). Application of diaphragm walls in silt and sand ground. Chinese Journal of Geotechnical Engineering, 2006(S1), 1724–1729.
   Google Scholar
• Yasushi, A., Osamu, K., Osamu, M., & Shinji, K. (2008). A numerical study on ground displacement and stress during and after the installation of deep circular diaphragm walls and soil excavation. Computers and Geotechnics, 35(5), 791–807. doi:10.1016/j.compgeo.2007.11.001
   Web of Science ®Google Scholar
• Zapata, V., Jaramillo, E., & Lopez, A. (2018). Implementation of a model of elastoviscoplastic consolidation behavior in Flac 3D. Computers and Geotechnics, 98, 132–143. doi:10.1016/j.compgeo.2017.11.011
   Web of Science ®Google Scholar
• Zeng, C. F., Zheng, G., Zhou, X. F., Xue, X. L., & Zhou, H. Z. (2019). Behaviours of wall and soil during pre-excavation dewatering under different foundation pit widths. Computers and Geotechnics, 115, 103169. doi:10.1016/j.compgeo.2019.103169
   Web of Science ®Google Scholar
• Zhang, K., Wu, C., & Yi, L. (2020). Analysis on deformation influence and field monitoring of adjacent building induced by foundation pit excavation using “one wall acted as two” for underground diaphragm wall. Building Structure, 50(20), 128–132. doi:10.19701/j.jzjg.2020.20.021
   Google Scholar
• Zhou, Y., Li, S., Zhou, C., & Luo, H. (2019). Intelligent approach based on random forest for safety risk prediction of deep foundation Pit in subway stations. Journal of Computing in Civil Engineering, 33(1), 05018004. doi:10.1061/(ASCE)CP.1943-5487.0000796
   Web of Science ®Google Scholar
• Zhuang, H., Wang, X., Fu, J., Chen, S., & Chen, G. (2019a). Influence of the diaphragm wall on the earthquake responses of the underground station structure under two different connection types. In 7th International Conference on Earthquake Geotechnical Engineering (ICEGE). 4 (pp. 5897–5904).
   Google Scholar
• Zhuang, H., Yang, J., Chen, S., Fu, J., & Chen, G. (2019b). Seismic performance of underground subway station structure considering connection modes and diaphragm wall. Soil Dynamics and Earthquake Engineering, 127, 105842. doi:10.1016/j.soildyn.2019.105842
   Web of Science ®Google Scholar