Abstract
Problems of deep excavation, either stability analysis, stress analysis, or deformation analysis, entail the distribution of earth pressures. Though introductory books on soil mechanics or foundation engineering have discussed quite a few earth pressure theories along with many examples, systematic research is deficient. Some important points may not be sufficiently emphasized. In actual analyses, a wrong choice of earth pressure theory may lead to an uneconomical or unsafe design.
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References
Rankine, W. M. J. (1857). On stability on loose earth. Philosophic Transactions of Royal Society.
Coulomb, C. A. (1776). Essaisurune application des regles de maximis et minimis a quelques problemes de statique. Mem. Roy. des Sciences.
Peck, R. B. (1969). Deep excavation and tunneling in soft ground. In: Proceedings of the 7th International Conference on soil Mechanics and Foundation Engineering (pp. 225–290). Mexico City.
Terzaghi, K., & Peck, R. B. (1967). Soil Mechanics in engineering practice. John Wiley & Sons.
Ou, C. Y. (2006). Deep excavation: Theory and practice. Taylor and Francis.
Chang, J. D., & Wong, K. S. (1996). Apparent pressure diagram for braced excavations in soft clay with diaphragm wall. In: Proceedings of International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (pp. 87–92). A.A. Balkema.
Hashash, Y. M. A., & Whittle, A. J. (2002). Mechanism of load transfer and arching for braced excavation in clay. Journal of Geotechnical and Geoenvironmental Engineering, 128, 198–197.
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, 617–625.
Twine, D., & Roscoe, H. (1999). Temporary propping of deep excavations-guidance on design. CIRIA C517, CIRIA London.
Finno, R. J., Blackburn, J. T., & Roboski, J. F. (2007). Three-dimensional effects for supported excavations in clay. Journal of Geotechnical and Geoenvironmental Engineering, 133, 30–36.
Bryson, L. S., & Zapata-Medina, D. G. (2012). Method for estimating system stiffness for excavation support walls. Journal of Geotechnical and Geoenvironmental Engineering, 138, 1104–1115.
Long, M. (2001). Database for retaining wall and ground movements due to deep excavations. Journal of Geotechnical and Geoenvironmental Engineering, 127, 203–224.
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, 44, 87–98.
Clough, G. W., Smith, E. M., & Sweeney, B. P. (1989). Movement control of excavation support systems by iterative design. In: Proceedings of Foundation Engineering Congress on Current Principles and Practices (pp. 869–884). New York.
Brinkgreve, L., Swolfs, W., & Engin, E. (2017). Plaxis manual. PLAXIS BV.
Hsieh, P. G., & Ou, C. Y. (1998). Shape of ground surface settlement profiles caused by excavation. Canadian Geotechnical Journal, 35, 1004–1017.
Finno, R. J., Bryson, S., & Calvello, M. (2002). Performance of a stiff support system in soft clay. Journal of Geotechnical and Geoenvironmental Engineering, 128, 660–671.
Ou, C. Y., Liao, J. T., & Lin, H. D. (1998). Performance of diaphragm wall constructed using Top-Down method. Journal of Geotechnical and Geoenvironmental Engineering, 124, 798–808.
Ng, C. W. W. (1992). An evaluation of soil - structure interaction associated with a multi - propped excavation. Ph D Thesis University of Bristol 13, 31–35.
Yau, P. K. F., Sum, A. H. L. (2010). An analytical review of excavation and lateral support, case history in Hong Kong. In: Proceedings of the 30th annual seminar geotechnical division. The Hong Kong Institution of Engineers (pp. 47–53). Hong Kong.
Goh, A. T. C., Zhang, F., Zhang, W. G., & Chew, O. Y. S. (2017). Assessment of strut forces for braced excavation in clays from numerical analysis and field measurements. Computers & Geotechnics, 86, 141–149.
Cham, W. M., Goh, K. H. (2011). Observed apparent pressure diagrams from actual strut monitoring of excavations in Circle Line project, In: Proceedings of Underground Singapore (pp. 289–297). Singapore,.
Li, W. (2001). Braced excavation in old alluvium in Singapore. Nanyang Technological University.
Lau, C. S., Chiu, S. L., Lo, K. L., Chu, K. K. N. (2010). Ground response in deep excavation in soft soil in Shanghai, In: Proceedings of the 30th annual seminar geotechnical division. The Hong Kong Institution of Engineers (pp. 149–161). Hong Kong.
Jadhav, A. S. (2003). Field measurements of strut loads in LTA contract C907. In: Proceedings of underground singapore (pp. 267–276). Singapore.
Juran, I., & Elias, V. (1987). Soil nailed retaining structures: Analysis of case histories. Soil Improvement.
Hsu, S. C., Huang, Y. P., & Cheng, T. M. (2014). Earth Pressure Distribution for Deep Excavations in Gravel Formations.
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.
Chee, B. J. S. (2014). Analysis of strut forces for braced excavations in sand. CEE Student Reports (FYP/IA/PA/PI), Nanyang Technological University.
Nakai, T., Kawano, H., Murat, K., Banno, M., & Hashimoto, T. (1999). Model tests and numerical simulation of braced excavation in sandy ground: influences of construction history, wall friction, wall stiffness, strut position and strut stiffness. Soils and Foundations, 39, 1–12.
Zhang*, W., Hou, Z., Anthony T.C. Goh, & Zhang, R. (2019). Estimation of strut forces for braced excavation in granular soils from numerical analysis and case histories. Comput Geotech 106, 286–295.
Halim, D. (2008). Effect of excavation on performance of adjacent buildings. Nanyang Technological University.
Bahrami, M., Khodakarami, M. I., & Haddad, A. (2018). 3D numerical investigation of the effect of wall penetration depth on excavations behavior in sand. Computers and Geotechnics, 98, 82–92.
Boone, S. J., & Westland, J. (2004). Design, construction, and performance of a deep braced excavation. In: International conference on Case Histories in Geotechnical Engineering 29.
Zhang, R. H., Goh, A. T. C., Li, Y. Q., Hong, L., & Zhang, W. G. (2021). Assessment of apparent earth pressure for braced excavations in anisotropic clay. Acta Geotechnica. https://doi.org/10.1007/s11440-020-01129-x
Goldberg, D. T., Jaworski, W. E., & Gordon, D. (1976). Lateral support systems and underground. volumn II. Design Fundamentals Construction.
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Zhang, W., Liu, H. (2022). Lateral Earth Pressure and Strut Forces. In: Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment. Springer, Singapore. https://doi.org/10.1007/978-981-16-5320-9_3
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DOI: https://doi.org/10.1007/978-981-16-5320-9_3
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