Reutilization of Prestressed Soil Anchors as Post-Tensioned Tendons at a Neighboring Construction Site
Publication: Practice Periodical on Structural Design and Construction
Volume 26, Issue 3
Abstract
Prestressed soil anchors are utilized as a part of a deep excavation support system of a construction site in Turkey. After the completion of the construction, temporary soil anchors used for this site were no longer needed and, therefore, idle. Another construction about 2 years later started near this site. For the deep excavation support system for the second site, the soil anchors of the first site were used as tendons. After the construction was completed at the second site, the tendons became idle too. In this case study, the selected procedure provided several advantages to the construction in the second lot in terms of time and the overall cost of the excavation support system. The implementation of this system requires as-built information on the temporary support system of the first site. Besides, the free stressing length of the anchor utilized for the wall at the first lot is supposed to be longer than the distance to the second wall that is planned to be built at the neighboring lot so that the stressing is possible. Soil anchor strands used for the first construction site are to be intact. This paper presents the application of previously installed soil anchors as post-tensioned tendons and also the approach for the tendon post-tensioning load.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
No data, models, or code were generated or used during the study.
Acknowledgments
The idea of the reuse of soil anchors as tendons was first suggested by Ali Murat Acikgoz, from Altyapi Construction Company Ltd, along with the author. The design is provided by Dr. M. Tugrul Ozkan, and revisions are made onsite by the author based on the philosophy mentioned in this paper. The results and the conclusions are those of the author and do not necessarily reflect the views of the owner of the construction project.
References
Alipour, A., and A. Eslami. 2019. “Design adaptations in a large and deep urban excavation: Case study.” J. Rock Mech. Geotech. Eng. 11 (2): 389–399. https://doi.org/10.1016/j.jrmge.2018.08.014.
Cushing, A. G., and C. J. Lewis. 2004. “Temporary excavation support system for a new railway bridge and highway underpass in Pittsburgh.” In Proc., Conf. for Geotechnical Engineering for Transportation Projects (Geo-Trans 2004), 2178–2185. Los Angeles: Geo-Institute of ASCE.
Dong, Y., H. J. Burd, and G. T. Houlsby. 2017. “Finite element study of deep excavation construction processes.” Soils Found. 57 (6): 965–979. https://doi.org/10.1016/j.sandf.2017.08.024.
FHWA (Federal Highway Administration). 1999. Ground anchors and anchored systems, geotechnical engineering. Washington, DC: FHWA.
Lam, A. K. M. 2018. “An engineering solution for a hillside project in Hong Kong.” Geotech. Res. 5 (3): 170–181. https://doi.org/10.1680/jgere.18.00008.
Plaxis bv. 2015. Plaxis 2D manual. Delft, Netherland: Delft Univ. of Technology and Plaxis bv.
Xiao, T., and Y. He. 2018. “Experimental study of an inflatable recyclable anchor.” Adv. Mater. Sci. Eng. 2018: 1–10. https://doi.org/10.1155/2018/6940531.
Information & Authors
Information
Published In
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Dec 8, 2020
Accepted: Mar 22, 2021
Published online: May 21, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 21, 2021
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.