[1] Samathar, V. (2002). “Top down construction for deep basements”. Institution of Engineers, Sri Lanka, 96TH Annual Sessions.
[2] Ou, C.-Y. (2021). “Fundamentals of Deep Excavations” ,1st edition, Taylor & Francis.
[3] Tan, Y. & Wang, D. (2013). “Characteristics of a large-scale deep foundation pit excavated by the central-island technique in shanghai soft clay. I: Bottom-up construction of the central cylindrical shaft”. Journal of Geotechnical and Geoenvironmental Engineering, 139(11), 1875–1893.
[4] Tan, Yong, Zhu, H., Peng, F., Karlsrud, K. & Wei, B. (2017). “Characterization of semi-top-down excavation for subway station in Shanghai soft ground”. Tunnelling and Underground Space Technology, 68, 244–261
[5] Jamsawang, P., Voottipruex, P., Tanseng, P., Jongpradist, P. & Bergado, D. T. (2019). “Effectiveness of deep cement mixing walls with top-down construction for deep excavations in soft clay: case study and 3D simulation”. Acta Geotechnica, 14(1), 225–246.
[6] Wang, J. H., Xu, Z. H. & Wang, W. D. (2010). “Wall and ground movements due to deep excavations in Shanghai soft soils”. Journal of Geotechnical and Geoenvironmental Engineering, 136(7), 985–994.
[7] Jeong, S. & Kim, D. (2018). “Estimation of the Load Sharing Ratio of Pre-installed Columns in Top-Down Buildings on Korean Rock”. KSCE Journal of Civil Engineering, 22(12), 4852–4861.
[8] Ji, X., Ni, P., Zhao, W. & Yu, H. (2019). “Top-down excavation of an underpass linking two large-scale basements in sandy soil”. Arabian Journal of Geosciences, 12(10).
[9] Masini, L., Gaudio, D., Rampello, S. & Romani, E. (2021). Observed Performance of a Deep Excavation in the Historical Center of Rome. Journal of Geotechnical and Geoenvironmental Engineering, 147(2), 05020015.
[10] Li, Y., Zhang, W. & Zhang, R. (2022). “Numerical investigation on performance of braced excavation considering soil stress-induced anisotropy”. Acta Geotech. 17, 563–575.
[11] Yang, Z., Chen, Y., Yan, C. et al. (2011) “Numerical Evaluation of Isolation Walls in Modifying Excavation-Induced Displacement Field”. Arab J Sci Eng.
[12] Ghavidelakram, O., (2018). “Investigation of the methodology of implementing underground structures based on Top-Down Method”. 09th Iranian Tunneling Conference (in Persian).
[13] Ghazvinian, A., Monjezi, M., Hadei, M. R., Nejati, H. R., & Sarfarazi, V. (2011). “A Global Review of Metro Station Construction Project”.
[14] Behnia, C., Nejad, A. T., & Rad, H. S. (2021). “The investigation of Cut-and-cover, top-down construction method for a metro underground station; case study:'Naghsh-e-Jahan Metro Station, Esfahan, Iran' ”. Journal of Materials and Engineering Structures «JMES», 8(4), 491-504..
[15] Ghorbani, A., Khodaparast, M., Moezi, A. (2018). “Field monitoring and numerical modeling in an excavation stabilized by Top-Down method (A case study)”. Journal of Civil and Environmental Researches, 4(1), 57-70.
[16] Terzaghi, K., Peck, R. B. & Mesri, G. (1967). Soil mechanics in engineering practice. John Wiley & Sons.
[17] Peck, R. B. (1969). Deep excavations and tunneling in soft ground”. Proc. 7th ICSMFE, 1969, 225–290.
[18] Nandakumaran, P. & Joshi, V. H. (1973). “Static and dynamic active earth pressures behind retaining walls”. Bulletin of the Indian Society of Earthquake Technology, 10(3).
[19] Wong, I. H., Poh, T. Y. & Chuah, H. L. (1997). “Performance of excavations for depressed expressway in Singapore”. Journal of Geotechnical and Geoenvironmental Engineering, 123(7), 617–625.
[20] Weatherby, D. E. (1998). Design Manual for Permanent Ground Anchor Walls. United States. Federal Highway Administration.
[21] Hashash, Y. M. A. & Whittle, A. J. (2002). “Mechanisms of load transfer and arching for braced excavations in clay”. Journal of Geotechnical and Geoenvironmental Engineering, 128(3), 187–197.
[22] Karlsrud, K. & Andresen, L. (2005). “Loads on braced excavations in soft clay”. International Journal of Geomechanics, 5(2), 107–113.
[23] Anderson, D. G. (2008). Seismic analysis and design of retaining walls, buried structures, slopes, and embankments (Vol. 611). Transportation Research Board.
[24] Management, E. P., Analysis, S. S., Road, E., District, W., Road, E. & District, W. (2014). Earth Pressure Distribution for Deep Excavations in Gravel Formation Sung-Chi Hsu 1 , Yu-Ping Huang 2 and Tao-Ming Cheng 3 1. 64–72.
[25] Zhang, W., Hou, Z., Goh, A. T. C. & Zhang, R. (2019). “Estimation of strut forces for braced excavation in granular soils from numerical analysis and case histories”. Computers and Geotechnics, 106, 286–295.
[26] Alavinezhad, S. P. & Shahir, H. (2020). Determination of apparent earth pressure diagram for anchored walls in c – w soil with surcharge. 4, 481–489
[27] Zhang, R., Teck, A., Goh, C., Li, Y., Hong, L. & Zhang, W. (2021). “Assessment of apparent earth pressure for braced excavations in anisotropic clay”. Acta Geotechnica, 16(5), 1615–1626.
[28] Lambe, T. W. & Whitman, R. V. (1969). “Soil mechanics. John Willey & Sons”. Inc., New York, 553.
[29] Ng, C. W. W., Hong, Y., Liu, G. B. & Liu, T. (2012). “Ground deformations and soil–structure interaction of a multi-propped excavation in Shanghai soft clays”. Géotechnique, 62(10), 907–921.
[30] Vermeer, P. A., Punlor, A. & Ruse, N. (2001). Arching effects behind a soldier pile wall. 28, 379–396.
[31] Mortaz, M., Fakher,A., (2017). “Lateral earth pressure in Top-Down Excavation”. 5th international Congress on civil engineering, architecture and urban development, (in Persian).
[32] Sadeghi, M., Roghani,M., (2018). “Numrical study of earth pressure in Top-Down Constraction”. 11th National Congress on civil engineering, (in Persian).
[33] Chheng, C. & Likitlersuang, S. (2018). “Underground excavation behaviour in Bangkok using three-dimensional finite element method”. Computers and Geotechnics, 95, 68–81.
[34] Dong, Y. P., Burd, H. J. & Houlsby, G. T. (2016). “Finite-element analysis of a deep excavation case history”. Géotechnique, 66(1), 1–15.
[35] Hsiung, B.-C. B., Yang, K.-H., Aila, W. & Ge, L. (2018). “Evaluation of the wall deflections of a deep excavation in Central Jakarta using three-dimensional modeling”. Tunnelling and Underground Space Technology, 72, 84–96.
[36] Jamsawang, P., Jamnam, S., Jongpradist, P., Tanseng, P. & Horpibulsuk, S. (2017). “Numerical analysis of lateral movements and strut forces in deep cement mixing walls with top-down construction in soft clay”. Computers and Geotechnics, 88, 174–181.
[37] Lim, A., Ou, C.-Y. & Hsieh, P.-G. (2018). “Investigation of the integrated retaining system to limit deformations induced by deep excavation”. Acta Geotechnica, 13(4), 973–995.
[38] 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), 5015001.
[39] Plaxis 3D Reference Manual V20. (2020).
[40] Plaxis Connect EDition V20.04 Material Models Manual. (2020).
[41] Lees, A. (2016). Geotechnical Finite Element Analysis A practical guide ,1st edition. ICE Publishing.
[42] Hsiung, B. C. B., Yang, K. H., Aila, W. & Hung, C. (2016). “Three-dimensional effects of a deep excavation on wall deflections in loose to medium dense sands”. Computers and Geotechnics, 80, 138–151.
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