Abstract
Deep excavations for the construction of basements and urban infrastructure have increased drastically in Vietnam. This study reviews 18 cases of deep excavations in 4-16-m-thick soft clay in central Ho Chi Minh City (HCMC), three of which experienced severe instability. Most reviewed cases applied internally braced Diaphragm Walls (DWs) whose maximum lateral wall deflections were 0.15%-1.0% of the excavation depth. In cases of a sheet pile wall or micro-bored pile wall, this value ranged 1.0%-2.4%. Among wall types used in HCMC, the DW was most effective in minimizing wall and ground movement. The wall deflection magnitude in cantilever mode at the first stage of excavation reached 35%-60% of total wall deflection in the final stage. Increasing the stiffness of the DW and bracing system is shown to be ineffective. The case studies suggest a need to: i) formulate local guidelines or codes of practice in association with damage assessment, and ii) improve numerical analysis in the assessment of wall system design, ground movements and risk of damage to adjacent buildings. Furthermore, for numerical analyses using the nonlinear hardening soil model of PLAXIS, more realistic soil parameters for HCMC soft clay are explored in laboratory testing.
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Boscardin, M. D. and Cording, E. J. (1989). “Building response to excavation-induced settlement.” Journal of Geotechnical Engineering, Vol. 115, No. 1, pp. 1–21, DOI: 10.1061/(ASCE)0733-9410(1989) 115:1(1).
Bowles, J. E. (1997). Foundation Analysis and Design, 5th International Ed., McGraw-Hill, New York, N.Y, pp. 795–797.
Brinkgreve, R. B. J., Swolfs, W. M., Engin E., Waterman, D., Chesaru, A., Bonnier, P. G., and Galavi, V. (2010). PLAXIS 2D 2010-Material models manual, pp. 50–56.
Clough, G. W. and O’Rourke, T. D. (1990). “Construction induced movements of in-situ walls.” Design and performance of earth retaining structures, Proceedings of a Specialty Conference at Cornell University, ASCE, New York, pp. 439–470.
Clough, G. W., Smith, E. M., and Sweeney, B. P. (1989). “Movement control of excavation support systems by iterative design.” ASCE, GSP, Vol. 22, No. 2, pp. 869–884.
Cogeco (2011). Inclinometer monitoring report, Lim Tower project, Internal publication.
Division of Hydrogeology and Engineering Geology for South of Vietnam (DHEGSV) (2006). Internal publication.
European Committee for Standardisation (2004). Eurocode 7: Geotechnical Design. Part 1: General Rules, CEN, Brussels.
Fernie R. and Suckling T. (1996). “Simplified approach for estimating lateral wall movement of embedded walls in UK ground.” Proc. Int. Conf. on Geotechnical Aspects of Underground Construction in Soft ground, London.
Gaba, A. R., Simpson, B., Powrie, W., and Beadman, D. R. (2003). Embedded Retaining Wall–Guidance for Economic Design (CIRIA C580), CIRIA, London.
Gebreselassie, B. (2003). “Experimental, analytical and numerical investigations of excavations in normally consolidated soft soils. Dissertation.” University of Kassel. Schriftenreihe Geotechnik, Heft, Vol. 14, pp. 149–151.
Goldberg, D. T., Jaworski, W. E., and Gordon, M. D. (1976). Lateral Support and Underpinning, Report FHWA-RD-75-128, 1, Federal Highway Administration, Washington D.C. (PB 257210).
Ha, P. T. S. and Son, L. M. (2007). “Applying kriging to predict the distribution of the holocene soft soil stratum in the urban of Ho Chi Minh city.” Science and Technology Development, Vol. 10, No. 2, pp. 43–53.
Hiep, N. V. (2010). Basement breakdowns in HCM city–Some experiences, Lecture, French-Vietnamese Conference CIGOS 2010 High-rise Buildings and Underground Structures.
Hsieh, P. G. and Ou, C. Y. (1998). “Shape of ground surface settlement profiles caused by excavation.” Canadian Geotechnical Journal, Vol. 35, No. 6, pp. 1004–1017.
Huyndai Mobis, J. V. (2004, 2005, 2006). Sequential displacement data–VW strain gauge record sheet–HCMC Package # 8 Pump Station, Internal publication.
Long Van Co., Ltd (2011). Geotechnical monitoring report–Cantavil Complex towers, Internal publication.
Long, M. (2001). “Database for retaining wall and ground movements due to deep excavations.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No. 3, pp. 203–224, DOI: 10.1061/(ASCE) 1090-0241(2001)127:3(203).
Mair, R. J., Taylor, R. N., and Burland, J. B. (1996). Prediction of ground movements and assessment of risk of building damage due to bored tunneling, Int. Symp. Geotech. Aspects Underground Constr. Soft Ground. E. Mair & Taylor. London, Appril 1996, Rotterdam, Balkema.
Mana, A. I. and Clough, G. W. (1981). “Prediction of movements for braced cuts in clays.” Journal of the Geotechnical Engineering Division, Vol. 107, No. 8, pp.759–777.
Moh, Z. C., Kong S. K., and Hwang R. N. (1999). “Protecting adjacent buildings during underground construction.” Proceedings of Symposium on Innovative Solutions in Structural and Geotechnical.
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, Japanese Geotechnical Society, Vol. 44, No. 1, pp. 87–98.
Nguyen (2010). The lesson from the collapse of the building of Institute of Social Sciences, Southern Region in Ho Chi Minh city. IBST Technology Magazine, No. 3/2010, pp. 49–57.
Nguyen Minh CC&I (2012). Monitoring data of excavation–Vietcom bank tower, Vol. 1, 2, 3, 4, Internal publication.
Ou, C. Y. (2006). Deep Excavation: Theory and Practice, Taylor & Francis Group, London, UK,pp. 193–195.
Ou, C. Y., Hsieh, P. G., and Chiou, D. C. (1993). “Characteristics of ground surface settlement during excavation.” J. Can. Geotech, Vol. 30, pp. 758–767.
Pacific Consultants International in association with Oriental Consultants Co., Ltd, Transportation Engineering Design Incorporation (TEDI), Environment Technology Co., Ltd. (2002). Saigon East West Highway project–Package 2C–Report on Soil Investigation.
Pham, T. V. N. (2008). Study on Land Subsidence due to Groundwater Exploitation in Ho Chi Minh city, Master’s Thesis. Asian Institute of Technology, Bangkok, Thailand, pp. 54–81.
Phienwej, N. and Gan, C. H. (2003). “Characteristics of ground movement in deep excavations with concrete diaphragm walls in Bangkok soils and their prediction.” Journal of the Southeast Asian Geotechnical Society, Vol. 34, No. 3, pp. 167–175.
Son, M. and Cording, E. J. (2005). “Estimation of building damage due to excavation-induced ground movements.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 2, pp. 162–177, DOI: 10.1061/(ASCE)1090-0241(2005)131:2(162).
South Branch of Institute for Building Science and Technology (IBST/S). Geotechnical monitoring report (2008). Saigon Pearl Apartment buildings; (2009): Petro land tower, Blooming Park building; (2010): Sai Gon Times Square Project, Thanh Da View building, Sunrise City Plot V apartment buildings, Saigon MC towers, Le Meridien hotel, Internal publications.
Surarak, C., Likilersuang, S., Wanatowski, D., Balasubramaniam, A., Oh, E., and Guan, H. (2012). “Stiffness and strength parameters for hardening soil model and stiff Bangkok clays.” Soil and Foundation, Vol. 52, No. 4, pp. 682–697, DOI: 10.1016/j.sandf.2012.07.009.
Tan, Y. C. and Chow, C. M. (2008). Design of retaining wall and support systems for deep basement construction–A Malaysian experience, Seminar on Deep Excavation and Retaining Walls, Jointly organized by IEM-HKIE at Tropicana Golf & Country Resort, Petaling Jaya, Malaysia, pp. 12–14.
Terzaghi, K. (1943). Theoretical Soil Mechanics, John Wiley and Sons, New York, N.Y.
Twine, D. and Roscoe H. (1999). Temporary propping of deep excavations–Guidance on design (C517D), CIRIA, London.
Ulrich, E. J. (1989). “Tieback supported cuts in overconsolidated soils.” J. Geotech. Engrg., Vol. 115, No. 4, pp. 521–545, DOI: 10.1061/(ASCE)0733-9410(1991)117:5(832.2).
Yong, K. Y. and Lee, S. L. (2007). “Collapse of Nicoll Highway–A global failure at the Curved section of a cut-and-cover tunnel construction (Chin Fung Kee lecture).” Proc. 16th SEAGC. Subang Jaya, Malaysia.
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Hung, N.K., Phienwej, N. Practice and experience in deep excavations in soft soil of Ho Chi Minh City, Vietnam. KSCE J Civ Eng 20, 2221–2234 (2016). https://doi.org/10.1007/s12205-015-0470-5
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DOI: https://doi.org/10.1007/s12205-015-0470-5