Abstract
Foundation pits have obvious spatial effect, and the lateral wall deflection, ground movement and basal heave stability are closely related with the excavation width. A database of 92 case histories with extensive excavation widths in soft soil in China are collected and analyzed. The maximum lateral wall deflections and maximum ground surface settlements measured are smaller than the case histories there before. With the increase of excavation width, the maximum lateral wall deflections and the maximum ground surface settlements increase firstly and then tend to stable. The database indicates that the type of retaining structure has little relevance to the excavation width of the foundation pit. There are two types of basal heave according to the excavation width, single-peak and double-peak. Three types of foundation pit considering excavation width, named wide foundation pit, normal foundation pit and narrow foundation pit, are proposed based on the slip circle basal heave analysis approach. The classification method is consistent with the measured data and the simulated results.
Similar content being viewed by others
References
Benz, T., Schwab, R., and Vermeer, P. (2009). “Small-strain stiffness in geotechnical analyses.” Bautechnik, Vol. 86, No. S1, pp. 16–27, DOI: https://doi.org/10.1002/bate.200910038.
Clough G. W. and O’Rourke T. D. (1990). “Construction induced movements of in situ walls.” Proceedings from Design and Performance of Earth Retaining Structure, Geotechnical Special Publication, NY, USA, No. 25, pp. 439–470.
Goh, A. T. C. (2017). “Deterministic and reliability assessment of basal heave stability for braced excavations with jet grout base slab.” Engineering Geology, Vol. 218, pp. 63–69, DOI: https://doi.org/10.1016/j.enggeo.2016.12.017.
Goh, A. T. C., Zhang, F., Zhang, W. G., Zhang, Y., and Liu, H. (2017). “A simple estimation model for 3D braced excavation wall deflection.” Computers and Geotechnics, Vol. 83, pp. 106–113, DOI: https://doi.org/10.1016/j.compgeo.2016.10.022.
Hsiao, E. C. L., Schuster, M., Juang, C. H., and Kung, G. T. (2008). “Reliability analysis and updating of excavation-induced ground settlement for building serviceability assessment.” J. Geotech. Geoenviron. Eng., Vol. 134, No. 10, pp. 1448–1458, DOI: https://doi.org/10.1061/(ASCE)1090-0241(2008)134:10(1448).
Jia, B. (2013). The statistical analysis and engineering application study on the soil index in of Ningbo rail transit, MSc Thesis, Ningbo University, Ningbo, China (in Chinese).
JSA (1998). Guideline of design and construction of deep excavation, Japanese Society of Architecture, Tokyo, Japan.
Kung, G. T. C., Hsiao, E. C. L., and Juang, C. H. (2007b). “Evaluation of a simplified small-strain soft model for analysis of excavationinduced movements.” Can. Geotech. J., Vol. 44, No. 6, pp. 726–736, DOI: https://doi.org/10.1139/t07-014.
Kung, G. T. C., Hsiao, E. C. L., Schuster, M., and Juang, C. H. (2007c). “A neural network approach to estimating deflection of diaphragm walls caused by excavation in clays.” Computers and Geotechnics, Vol. 34, No. 5, pp. 385–396, DOI: https://doi.org/10.1016/j.compgeo.2007.05.007.
Kung, G. T. C., Juang, C. H., Hsiao, E. C. L., and Hashash, Y. M. (2007a). “Simplified model for wall deflection and ground-surface settlement caused by braced excavation in clays.” J. Geotech. Geoenviron. Eng., Vol. 133, No. 6, pp. 731–747, DOI: https://doi.org/10.1061/(ASCE)1090-0241(2007)133:6(731).
Leung, E. H. Y. and Ng, C. W. W. (2007). “Wall and ground movements associated with deep excavations supported by cast in situ wall in mixed ground conditions.” J. Geotech. Geoenviron. Eng., Vol. 133, No. 2, pp. 129–143, DOI: https://doi.org/10.1061/(ASCE)1090-0241(2007)133:2(129).
Liu, G. B., Ng, C. W. W., and Wang, Z. W. (2005). “Observed performance of a deep multistrutted excavation in Shanghai soft clays.” J. Geotech. Geoenviron. Eng., Vol. 131, No. 8, pp. 1004–1013, DOI: https://doi.org/10.1061/(asce)1090-0241(2005)131:8(1004).
Long, M. (2001). “Database for retaining wall and ground movements due to deep excavations.” J. Geotech. Geoenviron. Eng., Vol. 127, No. 3, pp. 203–224, DOI: https://doi.org/10.1061/(asce)1090-0241(2001)127:3(203).
Mana, A. I. and Clough, G. W. (1981). “Prediction of movements for braced cuts in clay.” J. Geotech. Engrg. Div., Vol. 107, No. 6, pp. 759–777.
Moormann, C. (2004). “Analysis of wall and ground movements due to deep excavations in soft soil based on a new worldwide database.” Soils and Foundations, Vol. 44, No. 1, pp. 87–98, DOI: https://doi.org/10.3208/sandf.44.87.
Orazalin, Z. Y., Whittle, A. J., and Olsen, M. B. (2015). “Threedimensional analyses of excavation support system for the Stata Center basement on the MIT campus.” J. Geotech. Geoenviron. Eng., Vol. 141, No. 7, pp. 05015001-1-14, DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001326.
Ou, C. Y., Chiou, D. C., and Wu, T. S. (1996). “Three-dimensional finite element analysis of deep excavations.” J. Geotech. Geoenviron. Eng., Vol. 122, No. 5, pp. 337–345, DOI: https://doi.org/10.1061/(ASCE)0733-9410(1996)122:5(337).
Ou, C. Y., Hsieh, P. G., and Chiou, D. C. (1993). “Characteristics of ground surface settlement during excavation.” Can. Geotech. J., Vol. 30, No. 5, pp. 758–767, DOI: https://doi.org/10.1139/t93-068.
Peck, R. B. (1969). “Deep excavation and tunneling in soft ground.” Proc., 7th Int. Conf. on Soil Mechanics and Foundation Engineering, International Society for Soil Mechanics and Foundation Engineering, Mexico City, Mexico, pp. 225–290.
Plaxis, B. V. (2015). Plaxis program in 2 dimensions, Version 8, Netherlands.
PSCG (2000). Specification for excavation in Shanghai Metro construction, Professional Standards Compilation Group, Shanghai, China.
Schanz, T., Vermeer, P. A., and Bonnier, P. G. (1999). “The hardening soil model: Formulation and verification.” Beyond 2000 in Computational Geotechnics, Balkema, Rotterdam, Netherlands, pp. 281–296.
SCMC (1997). Code for investigation of geotechnical engineering, DGJ08-37-2002, Shanghai Construction and Management Commission, Shanghai, China (in Chinese).
Sun, Y. Y. and Xiao, H. J. (2016). “Construction technology of floor slab for deep and large top-down excavation in soft clay.” Geotech. Geol. Eng., Vol. 34, No. 6, pp. 1941–1954, DOI: https://doi.org/10.1007/s10706-016-0075-x.
Tan, Y., Wei, B., Diao, Y. P., and Zhou, X. (2014). “Spatial corner effects of long and narrow multipropped deep excavations in Shanghai soft clay.” J. Perform. Constr. Facil., Vol. 28, No. 4, pp. 04014015-1-17, DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0000475.
TGS (2001). Design specifications for the foundation of buildings, Taiwan Geotechnical Society, Taipei, Taiwan.
Wang, Z. W., Ng, C. W. W., and Liu, G. B. (2005). “Characteristics of wall deflections and ground surface settlements in Shanghai.” Can. Geotech. J., Vol. 42, No. 5, pp. 1243–1254, DOI: https://doi.org/10.1139/t05-056.
Wang, J. H., Xu, Z. H., and Wang, W. D. (2010). “Wall and ground movements due to deep excavations in Shanghai soft soils.” J. Geotech. Geoenviron. Eng., Vol. 136, No. 7, pp. 985–994, DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000299.
Wong, K. S. and Broms, B. B. (1989). “Lateral wall deflections of braced excavation in clay.” J. Geotech. Engrg., Vol. 115, No. 6, pp. 853–870, DOI: https://doi.org/10.1061/(asce)0733-9410(1989)115:6(853).
Wong, I. H., Poh, T. Y., and Chuah, H. L. (1997). “Performance of excavations for depressed express way in Singapore.” J. Geotech. Geoenviron. Eng., Vol. 123, No. 7, pp. 617–625, DOI: https://doi.org/10.1061/(ASCE)1090-0241(1997)123:7(617).
Xiao, H. J. and Sun, Y. Y. (2016). “Reconstruction technology of underground engineering based on dismantled area in soft clays in Ningbo, China.” Electronic Journal of Geotechnical Engineering, Vol. 21, No. 19, pp. 6603–6619.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Xiao, H., Zhou, S. & Sun, Y. Wall Deflection and Ground Surface Settlement due to Excavation Width and Foundation Pit Classification. KSCE J Civ Eng 23, 1537–1547 (2019). https://doi.org/10.1007/s12205-019-1712-8
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-019-1712-8