Abstract
With the increasing demand for large and deep anchor projects in soft soil areas, issues related to settlement in circular foundation pits and damage to supporting structures have become significantly pronounced. The absence of pertinent design methods significantly impacts construction safety. Through on-site monitoring and statistical analysis, this study examines the spatiotemporal evolution of deformation in circular foundation pits, the deformation characteristics of retaining structures, and surface settlement features. Key design factors influencing the stability of circular foundation pits are explored. The research indicates that structural deformation and surface settlement are closely related over time and exhibit substantial spatial coordination. The deformation control capability of circular foundation pits is considerably stronger than that of square foundation pits, and it is less influenced by excavation depth. Diameter and soft soil thickness have a substantial impact on structural deformation and surface settlement. When the diameter is less than 40 m, the structural deformation remains below 0.1%. The study establishes an evaluation method for the deformation control of large and deep circular foundation pits in soft soil based on a significant amount of engineering monitoring data. It categorizes deformation control indicators for pit excavation based on different design factors, offering reliable theoretical support for relevant design professionals.
Similar content being viewed by others
References
He, H.J.; Wang, S.F.; Shen, W.M.; Zhang, W.J.: The influence of pipe-jacking tunneling on deformation of existing tunnels in soft soils and the effectiveness of protection measures. Transp. Geotech. 42, 101061 (2023). https://doi.org/10.1016/j.trgeo.2023.101061
Wang, W.; Li, D.Q.; Tang, X.S.; Du, W.Q.: Seismic fragility and demand hazard analyses for earth slopes incorporating soil property variability. Soil Dyn. Earthq. Eng. 173, 108088 (2023). https://doi.org/10.1016/j.soildyn.2023.108088
Wang, R.; Liu, S.; Xu, L.; Zhao, C.; Ni, P.; Zheng, W.: Performance of a 56 m deep circular excavation supported by diaphragm and cut-off double-wall system in Shanghai soft ground. Can. Geotech. J. 60(4), 521–540 (2023). https://doi.org/10.1139/cgj-2022-0308
Liu, C.; Cui, J.; Zhang, Z.; Liu, H.; Huang, X.; Zhang, C.: The role of TBM asymmetric tail-grouting on surface settlement in coarse-grained soils of urban area: Field tests and FEA modelling. Tunn. Undergr. Sp. Tech. 111, 103857 (2021). https://doi.org/10.1016/j.tust.2021.103857
Li, Q.H.; Song, D.Q.; Yuan, C.M.; Nie, W.W.: An image recognition method for the deformation area of open-pit rock slopes under variable rainfall. Measurement 188, 110 (2021). https://doi.org/10.1016/j.measurement.2021.110544
Liu, L.; Cai, G.; Liu, S.; Chen, Y.: Deformation characteristics and control for foundation pits in floodplain areas of Nanjing. China. B. Eng. Geol. Environ 80(7), 5527–5538 (2021). https://doi.org/10.1007/s10064-021-02264-9
Gao, X.; Tian, W.; Zhang, Z.: Analysis of deformation characteristics of foundation-pit excavation and circular wall. Sustainability 12(8), 3164 (2020). https://doi.org/10.3390/su12083164
Ren, D.X.; Kang, C.; Liu, H.H.; Li, Y.; Wang, J.L.: Characteristics of a large-scale deep foundation pit excavated by the central-island technique in chengdu soft clay. Ksce. J. Civ. Eng. 26(2), 2610–2623 (2022). https://doi.org/10.1007/s12205-022-1047-8
Le, B.T.; Goodey, R.J.; Divall, S.: Subsurface ground movements due to circular shaft construction. Soils found. 59(5), 1160–1171 (2019). https://doi.org/10.1016/j.sandf.2019.03.013
Wang, L.; Shao, G.: Force analysis of circular diaphragm wall based on circular cylindrical shell theory. Appl Sci Basel 13(7), 4450 (2023). https://doi.org/10.3390/app13074450
Gao, X.; Tian, W.; Li, J.; Qi, H.; Li, S.; Zhang, Z.: Research on the stress and deformation characteristics of circular foundation pit during excavation in sand soil. Adv. Mater. Sci. Eng. (2023). https://doi.org/10.1155/2023/3008695
Zhao, G.; Yang, Y.; Meng, S.: Failure of circular shaft subjected to hydraulic uplift: field and numerical investigation. J. Cent. South. Univ (2020). https://doi.org/10.1007/s11771-020-4293-2
Bensmaine, A.; Benmebarek, N.; Bensmebarek, S.: Numerical analysis of seepage failure modes of sandy soils within a cylindrical cofferdam. Civ. Eng. J Tehran 8(7), 1388–1405 (2022). https://doi.org/10.28991/cej-2022-08-07-06
Zhang, T.; Baroth, J.; Dias, D.: Probabilistic basal heave stability analyses of supported circular shafts in non-homogeneous clayey soils. Comput. Geotech. 140, 104457 (2021). https://doi.org/10.1016/j.compgeo.2021.104457
Tangjarusritaratorn, T.; Miyazaki, Y.; Sawamura, Y.; Kishida, K.; Kimura, M.: Numerical investigation on arching effect surrounding deep cylindrical shaft during excavation process. Undergr. Space 7(5), 944–965 (2022). https://doi.org/10.1016/j.undsp.2022.01.004
Mei, Y.; Li, Y.L.; Wang, X.Y.; Wang, J.; Hu, C.M.: Statistical analysis of deformation laws of deep foundation pits in collapsible loess. Arab. J. Sci. Eng. 44(10), 8347–8360 (2019). https://doi.org/10.1007/s13369-019-03931-6
Tan, Y.; Wang, D.L.: 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. J. Geotech. Geoenviron. Eng. 139, 1875–1893 (2013). https://doi.org/10.1061/(ASCE)GT.1943-5606.0000928
Xu, G.; Zhang, J.; Liu, H.; Ren, C.: Shanghai center project excavation induced ground surface movements and deformations. Front. Struct. Civ. Eng. 12(1), 26–43 (2018). https://doi.org/10.1007/s11709-017-0439-1
Jia, J.; Zhai, J.Q.; Li, M.G.; Zhang, L.L.; Xie, X.L.: Performance of large-diameter circular diaphragm walls in a deep excavation: case study of shanghai tower. J. Aerosp. Eng. 32(8), 04019078 (2019). https://doi.org/10.1061/(asce)as.1943-5525.0001056
Tan, Y.; Fan, D.; Lu, Y.: Statistical analyses on a database of deep excavations in Shanghai soft clays in china from 1995–2018. Pract. Period. Struct 27(1), 04021067 (2022). https://doi.org/10.1061/(asce)sc.1943-5576.0000646
Clough, G.W.; O’Rourke T.D.: Construction induced movements of in situ walls. In: Design and Performance of Earth Retaining Structures (1990)
Peck, R.B.: Deep excavations and tunnelling in soft ground. In: Proceedings of International Conference on Soil Mechanics and Foundation Engineering (Mexico), pp. 225–281 (1969)
Xu, Z.H.: Deformation behavior of deep excavations supported by permanent structures in Shanghai soft deposit. Ph.D. thesis, Shanghai Jiao Tong Univ., Shanghai, China (2007) (in Chinese).
Hsieh, P.G.; Ou, C.Y.: Shape of ground surface settlement profiles caused by excavation. Can. Geotech. J. 35(6), 1004-1017 (1998). https://doi.org/10.1139/cgj-35-6-1004
Tan, Y.; Wang, D.L.: 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. J. Geotech. Geoenviron. Eng. 139, 1875–1893 (2013). https://doi.org/10.1061/(ASCE)GT.1943-5606.0000928
Wang, Z.W.; Ng, C.W.W.; Liu, G.B.: Characteristics of wall deflections and ground surface settlements in Shanghai. Can. Geotech. J. 42(5), 1243–1254 (2005). https://doi.org/10.1139/t05-056
Ou, C.Y.; Hsieh, P.G.; Chiou, D.C.: Characteristics of ground surface settlement during excavation. Can. Geotech. J. 30(5), 758–767 (1993). https://doi.org/10.1139/t93-068
Mei,Y.; Wang, L.; Zhou, D.; Fu, L.: Displacement characteristics of a deep excavation in Hangzhou soft clay. Adv. Civ. Eng. (2022). https://doi.org/10.1155/2022/5469471
Moormann, C.: Analysis of wall and ground movements due to deep excavation in soft soils based on a new worldwide database. Soils Found. 44(1), 87–98 (2004). https://doi.org/10.3208/sandf.44.87
Xiao, H.J.; Zhou, S.H.; Sun, Y.Y.: Wall deflection and ground surface settlement due to excavation width and foundation pit classification. KSCE J. Civ. Eng. 23(1), 1–11 (2019). https://doi.org/10.1007/s12205-019-1712-8
Wong, I.H.; Poh, T.Y.; Chuah, H.L.: Performance of excavations for depressed expressways for Singapore. J. Geotech. Geoenviron. Eng. 123(7), 617–625 (1997). https://doi.org/10.1061/(ASCE)1090-0241(1997)123:7(617)
Long, M.: Database for retaining wall and ground movements due to deep excavations. J. Geotech. Geoenviron. Eng. 127(3), 203–224 (2001).
Tan, Y.; Wang, D.L.: Structural behaviors of large underground earth-retaining systems in Shanghai. I: unpropped circular diaphragm wall. J. Perform. Constr. Facil. 29(2), 04014058 (2015). https://doi.org/10.1061/(ASCE)CF.1943-5509.0000521
Shi, H.; Jia, Z.; Wang, T.; Cheng, Z.; Zhang, D.; Bai, M.; Yu, K.: Deformation characteristics and optimization design for large-scale deep and circular foundation pit partitioned excavation in a complex environment. Buildings 12(9), 1292 (2022). https://doi.org/10.3390/buildings12091292
Yang, T.; Liu, S.; Wang, X.; Zhao, H.; Liu, Y.; Li, Y.: Analysis of the deformation law of deep and large foundation pits in soft soil areas. Front. Earth. Sc-Switz (2022). https://doi.org/10.3389/feart.2022.828354
Zhang, T.; An, L.; Dias, D.; Baroth, J.; Li, C.: Sample-wised probabilistic stability analysis of circular shafts using the atom search optimization-based artificial neural network. Eng. Struct. 294, 116718 (2023). https://doi.org/10.1016/j.engstruct.2023.116718
Acknowledgements
This work was supported by graduate research and innovation foundation of Chongqing, China (Grant No. CYS22047).
Author information
Authors and Affiliations
Corresponding authors
Ethics declarations
Competing interest
To the best of our knowledge, the named authors of "Study on Spatiotemporal Evolution Laws and Deformation Characteristics of Circular Deep and large Foundation Pits in Soft Soils" have no conflict of interest, financial or otherwise.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Liu, H., Liu, X., Zhou, X. et al. Study on Spatiotemporal Evolution Laws and Deformation Characteristics of Circular Deep and Large Foundation Pits in Soft Soils. Arab J Sci Eng (2024). https://doi.org/10.1007/s13369-023-08675-y
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s13369-023-08675-y