Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 150, Issue 7
Get full access to this article
View all available purchase options and get full access to this article.
References
Abdi, A. S., and C. Y. Ou. 2023a. “Evaluation of cross wall performance on restraining the wall displacement and resisting the basal heave in deep excavations.” Acta Geotech. https://doi.org/10.1007/s11440-023-02142-6.
Abdi, A. S., and C. Y. Ou. 2023b. “Failure investigation of braced excavation in soft clays: Case study on the collapse of Nicoll highway.” IOP Conf. Ser.: Earth Environ. Sci. 1184 (May): 012010. https://doi.org/10.1088/1755-1315/1184/1/012010.
Abdi, A. S., and C. Y. Ou. 2023c. “Numerical evaluation on the performance of deep excavation with the strut-free retaining system in clays.” In Proc., 10th European Conf. on Numerical Methods in Geotechnical Engineering. London: International Society for Soil Mechanics and Geotechnical Engineering.
Abdi, A. S., and C.-Y. Ou. 2022. “A study of the failure mechanism of braced excavations using 3D finite-element analysis.” Int. J. Geomech. 22 (7): 1–14. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002385.
Bjerrum, L., and O. Eide. 1956. “Stability of strutted excavation in clay.” Géotechnique 6 (1): 32–47. https://doi.org/10.1680/geot.1956.6.1.32.
Brinkgreve, R., E. Engin, and W. Swolfs. 2013. PLAXIS 3D 2019 reference manual. Exton, PA: Bentley Communities.
Do, T. N., and C. Y. Ou. 2020. “Factors affecting the stability of deep excavations in clay with consideration of a full elastoplastic support system.” Acta Geotech. 15 (7): 1707–1722. https://doi.org/10.1007/s11440-019-00886-8.
Do, T. N., C. Y. Ou, and R. P. Chen. 2016. “A study of failure mechanisms of deep excavations in soft clay using the finite element method.” Comput. Geotech. 73 (Mar): 153–163. https://doi.org/10.1016/j.compgeo.2015.12.009.
Goh, A. T. C., W. G. Zhang, and K. S. Wong. 2019. “Deterministic and reliability analysis of basal heave stability for excavation in spatial variable soils.” Comput. Geotech. 108 (Nov): 152–160. https://doi.org/10.1016/j.compgeo.2018.12.015.
Hsieh, H.-S., C.-C. Wang, and C.-Y. Ou. 2003. “Use of jet grouting to limit diaphragm wall displacement of a deep excavation.” J. Geotech. Geoenviron. Eng. 129 (2): 146–157. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:2(146).
Lim, A. C., C. Y. Ou, and P. G. Hsieh. 2010. “Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions.” J. Geo-Eng. 5 (1): 9–20.
Ohnisi, K., M. Katagiri, K. Saitoh, and K. Azuma. 2000. “Deformation behaviour and heaving analysis of deep excavation.” In Geotechnical aspects of underground construction in soft ground, edited by O. Kusakabe, K. Fujita, and Y. Miyazaki. 693–698. Rotterdam, Netherlands: Balkema.
Ou, C. Y. 2022. Fundamental of deep excavations. London: Taylor & Francis.
Ou, C.-Y., T.-S. Wu, and H.-S. Hsieh. 1996. “Analysis of deep excavation with column type of ground improvement in soft clay.” J. Geotech. Eng. 122 (9): 709–716. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:9(709).
Schanz, T., P. A. Vermeer, and P. G. Bonnier. 1999. “Formulation and verification of the hardening-soil model.” In Beyond 2000 in computational geotechnics, edited by R. B. J. Brinkgreve, 281–290. Rotterdam, Netherlands: Balkema.
Tan, Y., Y. Lu, and D. Wang. 2023. “Interactive behaviors of four closely spaced mega excavations in soft clays: Case study on an excavation group in Shanghai, China.” Tunnelling Underground Space Technol. 138 (Aug): 105186. https://doi.org/10.1016/j.tust.2023.105186.
Tan, Y., Y. Lu, C. Xu, and D. Wang. 2018. “Investigation on performance of a large circular pit-in-pit excavation in clay-gravel-cobble mixed strata.” Tunnelling Underground Space Technol. 79 (Sep): 356–374. https://doi.org/10.1016/j.tust.2018.06.023.
Tan, Y., and B. Wei. 2012. “Observed behaviors of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay.” J. Geotech. Geoenviron. Eng. 138 (1): 69–88. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000553.
Tan, Y., B. Wei, X. Zhou, and Y. Diao. 2015. “Lessons learned from construction of Shanghai metro stations: Importance of quick excavation, prompt propping, timely casting, and segmented construction.” J. Perform. Constr. Facil. 29 (4): 04014096. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000599.
Tan, Y., H. Zhu, F. Peng, K. Karlsrud, and B. Wei. 2017. “Characterization of semi-top-down excavation for subway station in Shanghai soft ground.” Tunnelling Underground Space Technol. 68 (Sep): 244–261. https://doi.org/10.1016/j.tust.2017.05.028.
Terzaghi, K. 1943. Theoretical soil mechanics. New York: Wiley.
Zhang, S. D., and H. D. Zhang. 1994. “Stability of deep excavation in soft clay.” In Centrifuge 94, edited by C. F. Leung, F. H. Lee, and T. S. Tan, 643–647. Rotterdam, Brookfield: Balkema.
Zheng, G., and Y. Diao. 2016. “Environmental impact of ground deformation caused by underground construction in China.” In Proc., 15th Asian Regional Conf. on Soil Mechanics and Geotechnical Engineering, 10–24. Tokyo: Japanese Geotechnical Society Special Publication.
Zheng, G., J. Pan, Y. Li, X. Cheng, F. Tan, Y. Du, and X. Li. 2020. “Deformation and protection of existing tunnels at an oblique intersection angle to an excavation.” Int. J. Geomech. 20 (8): 0502000. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001766.
Information & Authors
Information
Published In
Copyright
© 2024 American Society of Civil Engineers.
History
Received: Nov 29, 2023
Accepted: Jan 31, 2024
Published online: Apr 18, 2024
Published in print: Jul 1, 2024
Discussion open until: Sep 18, 2024
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.