Research Article
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Year 2023, Volume: 7 Issue: 3, 227 - 235, 05.07.2023
https://doi.org/10.31127/tuje.1103007

Abstract

References

  • Terzaghi, K., Peck, R. B., and Mesri, G. (1967). Soil Mechanics in Engineering Practice, John Wiley and Sons, Inc., New York, NY, USA.
  • PLAXIS. 2D (2006). Plaxis user manual (version 8.6). Delft University of Technology & Plaxis BV, the Netherlands.
  • GGU-Retain (2020). Manual version 13. Civilserve Gmbh, Steinfeld, Germany.
  • Maleki, J., Pak, A., Yousefi, M., & Aghakhani, N. (2022). A comprehensive FE study for design of anchored wall systems for deep excavations. Tunnelling and Underground Space Technology, 122, 104340.
  • Plaxis 2D (2015). plaxis user manual, delft university of technology & plaxis bv, the Netherlands.
  • Dmochowski, G., & Szolomicki, J. (2021). Technical and Structural Problems Related to the Interaction between a Deep Excavation and Adjacent Existing Buildings. Applied Sciences, 11(2), 481.
  • Wang, S., Li, Q., Dong, J., Wang, J., & Wang, M. (2021). Comparative investigation on deformation monitoring and numerical simulation of the deepest excavation in Beijing. Bulletin of Engineering Geology and the Environment, 80(2), 1233-1247.
  • Chen, A., Wang, Q., Chen, Z., Chen, J., Chen, Z., & Yang, J. (2021). Investigating pile anchor support system for deep foundation pit in a congested area of Changchun. Bulletin of Engineering Geology and the Environment, 80(2), 1125-1136.
  • Yang, Z., Li, S., Yu, Y., Liu, X., & Hu, Y. (2020). Study on the variation characteristics of the anchor cable prestress based on field monitoring in a foundation pit. Arabian Journal of Geosciences, 13(23), 1-10.
  • Shen, Y. S., Yin, J., Zhu, D. S., Kumah, D., Guo, W. F., & Hudu, A. A. (2021). Performance of a deep foundation pit supported by suspended piles in soil and rock strata: a case study. Arabian Journal of Geosciences, 14(21), 1-13.
  • Raddatz, D., & Taiba, O. (2017). Anchored piles in Santiago's gravel: modeling results for displacement curve. Revista de la Construcción. Journal of Construction, 16(3), 457-467.
  • Oróstegui, P., Villalobos, F. (2010). Design And Construction of An Anchored Soldier Pile Wall For A Large Underground Car Park. Electronic Journal of Geotechnical Engineering, Vol. 19: 59-63.
  • Bilgehan, R. P., Kiliç, R. (2008). The Landslides Threatening Taşova Town (Central Anatolia, Turkiye) And Their Environmental Impacts. Environmental Geology, 55(1), 179.
  • Ruiz, E. F., Hemsi, P. S., & Vidal, D. M. (2013). Numerical Analysis of Reinforcement Strains at Failure for Reinforced Embankments over Soft Soils. Soils and Rocks, 36(3), 299-307.
  • GGU-Slope (1999) Slope failure calculations with circular and polygon slip planes. Braunschweig, Germany.
  • FHWA-IF-99-015 (1999). Geotechnical Engineering Circular No.4: Ground Anchors and Anchored Systems, U.S. Department of Transportation, Federal Highway Administration, Washington D.C.
  • Clough GW, O'Rourke, T.D. (1990). Construction induced movements of in-situ walls. In: Design and Performance of Earth Retaining Structure, Proceedings of Specialty Conference, Geotechnical Special Publication No.25, ASCE, New York.
  • Carder, D.R. (1995). Ground movements caused by different embedded retaining wall construction techniques, Transport. Res. Lab. Rep., 172, Berkshire, U.K.
  • Long, M. (2001). Database for retaining wall and ground movements due to deep excavations. Journal of Geotechnical and Geoenvironmental Engineering, 127(3), 203-224.

Comparative analysis of an anchored retaining wall system in a deep foundation excavation: A case study of Sivas Cultural Center Building in Türkiye

Year 2023, Volume: 7 Issue: 3, 227 - 235, 05.07.2023
https://doi.org/10.31127/tuje.1103007

Abstract

Modeling the surface element and support system in deep excavation pits and investigating the deformation mechanism is an important issue. In this study, alternative solution methods for an anchored bored pile model are compared and discussed, and it is aimed to contribute to the studies to be carried out in the deep excavation area. A numerical analysis of retaining wall design is examined in the case of the Sivas cultural center building's deep excavation using Plaxis 2D and GGU-Retain software. Measured field data and simulated results are discussed. As a result, the bending moment and lateral deformation reach a maximum when the foundation pit is excavated to the bottom. It can be said that the lateral deformation value found with Plaxis 2D is within the allowable limits, closer to the field data, and provides sufficient quality. The research results will provide theoretical and practical knowledge for designing and constructing similar deep excavation pits for the optimal strategy.

References

  • Terzaghi, K., Peck, R. B., and Mesri, G. (1967). Soil Mechanics in Engineering Practice, John Wiley and Sons, Inc., New York, NY, USA.
  • PLAXIS. 2D (2006). Plaxis user manual (version 8.6). Delft University of Technology & Plaxis BV, the Netherlands.
  • GGU-Retain (2020). Manual version 13. Civilserve Gmbh, Steinfeld, Germany.
  • Maleki, J., Pak, A., Yousefi, M., & Aghakhani, N. (2022). A comprehensive FE study for design of anchored wall systems for deep excavations. Tunnelling and Underground Space Technology, 122, 104340.
  • Plaxis 2D (2015). plaxis user manual, delft university of technology & plaxis bv, the Netherlands.
  • Dmochowski, G., & Szolomicki, J. (2021). Technical and Structural Problems Related to the Interaction between a Deep Excavation and Adjacent Existing Buildings. Applied Sciences, 11(2), 481.
  • Wang, S., Li, Q., Dong, J., Wang, J., & Wang, M. (2021). Comparative investigation on deformation monitoring and numerical simulation of the deepest excavation in Beijing. Bulletin of Engineering Geology and the Environment, 80(2), 1233-1247.
  • Chen, A., Wang, Q., Chen, Z., Chen, J., Chen, Z., & Yang, J. (2021). Investigating pile anchor support system for deep foundation pit in a congested area of Changchun. Bulletin of Engineering Geology and the Environment, 80(2), 1125-1136.
  • Yang, Z., Li, S., Yu, Y., Liu, X., & Hu, Y. (2020). Study on the variation characteristics of the anchor cable prestress based on field monitoring in a foundation pit. Arabian Journal of Geosciences, 13(23), 1-10.
  • Shen, Y. S., Yin, J., Zhu, D. S., Kumah, D., Guo, W. F., & Hudu, A. A. (2021). Performance of a deep foundation pit supported by suspended piles in soil and rock strata: a case study. Arabian Journal of Geosciences, 14(21), 1-13.
  • Raddatz, D., & Taiba, O. (2017). Anchored piles in Santiago's gravel: modeling results for displacement curve. Revista de la Construcción. Journal of Construction, 16(3), 457-467.
  • Oróstegui, P., Villalobos, F. (2010). Design And Construction of An Anchored Soldier Pile Wall For A Large Underground Car Park. Electronic Journal of Geotechnical Engineering, Vol. 19: 59-63.
  • Bilgehan, R. P., Kiliç, R. (2008). The Landslides Threatening Taşova Town (Central Anatolia, Turkiye) And Their Environmental Impacts. Environmental Geology, 55(1), 179.
  • Ruiz, E. F., Hemsi, P. S., & Vidal, D. M. (2013). Numerical Analysis of Reinforcement Strains at Failure for Reinforced Embankments over Soft Soils. Soils and Rocks, 36(3), 299-307.
  • GGU-Slope (1999) Slope failure calculations with circular and polygon slip planes. Braunschweig, Germany.
  • FHWA-IF-99-015 (1999). Geotechnical Engineering Circular No.4: Ground Anchors and Anchored Systems, U.S. Department of Transportation, Federal Highway Administration, Washington D.C.
  • Clough GW, O'Rourke, T.D. (1990). Construction induced movements of in-situ walls. In: Design and Performance of Earth Retaining Structure, Proceedings of Specialty Conference, Geotechnical Special Publication No.25, ASCE, New York.
  • Carder, D.R. (1995). Ground movements caused by different embedded retaining wall construction techniques, Transport. Res. Lab. Rep., 172, Berkshire, U.K.
  • Long, M. (2001). Database for retaining wall and ground movements due to deep excavations. Journal of Geotechnical and Geoenvironmental Engineering, 127(3), 203-224.
There are 19 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Mehmet Cemal Acar 0000-0002-3241-5353

Abdullah Kekül 0000-0002-7011-9467

Publication Date July 5, 2023
Published in Issue Year 2023 Volume: 7 Issue: 3

Cite

APA Acar, M. C., & Kekül, A. (2023). Comparative analysis of an anchored retaining wall system in a deep foundation excavation: A case study of Sivas Cultural Center Building in Türkiye. Turkish Journal of Engineering, 7(3), 227-235. https://doi.org/10.31127/tuje.1103007
AMA Acar MC, Kekül A. Comparative analysis of an anchored retaining wall system in a deep foundation excavation: A case study of Sivas Cultural Center Building in Türkiye. TUJE. July 2023;7(3):227-235. doi:10.31127/tuje.1103007
Chicago Acar, Mehmet Cemal, and Abdullah Kekül. “Comparative Analysis of an Anchored Retaining Wall System in a Deep Foundation Excavation: A Case Study of Sivas Cultural Center Building in Türkiye”. Turkish Journal of Engineering 7, no. 3 (July 2023): 227-35. https://doi.org/10.31127/tuje.1103007.
EndNote Acar MC, Kekül A (July 1, 2023) Comparative analysis of an anchored retaining wall system in a deep foundation excavation: A case study of Sivas Cultural Center Building in Türkiye. Turkish Journal of Engineering 7 3 227–235.
IEEE M. C. Acar and A. Kekül, “Comparative analysis of an anchored retaining wall system in a deep foundation excavation: A case study of Sivas Cultural Center Building in Türkiye”, TUJE, vol. 7, no. 3, pp. 227–235, 2023, doi: 10.31127/tuje.1103007.
ISNAD Acar, Mehmet Cemal - Kekül, Abdullah. “Comparative Analysis of an Anchored Retaining Wall System in a Deep Foundation Excavation: A Case Study of Sivas Cultural Center Building in Türkiye”. Turkish Journal of Engineering 7/3 (July 2023), 227-235. https://doi.org/10.31127/tuje.1103007.
JAMA Acar MC, Kekül A. Comparative analysis of an anchored retaining wall system in a deep foundation excavation: A case study of Sivas Cultural Center Building in Türkiye. TUJE. 2023;7:227–235.
MLA Acar, Mehmet Cemal and Abdullah Kekül. “Comparative Analysis of an Anchored Retaining Wall System in a Deep Foundation Excavation: A Case Study of Sivas Cultural Center Building in Türkiye”. Turkish Journal of Engineering, vol. 7, no. 3, 2023, pp. 227-35, doi:10.31127/tuje.1103007.
Vancouver Acar MC, Kekül A. Comparative analysis of an anchored retaining wall system in a deep foundation excavation: A case study of Sivas Cultural Center Building in Türkiye. TUJE. 2023;7(3):227-35.
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