Chapter
Mar 23, 2023

Case Study: Drilled Shaft Installation in Difficult Site Conditions—Loose Sand and High Groundwater Table

Publication: Geo-Congress 2023

ABSTRACT

Selecting the most effective construction method for drilled shafts under the high groundwater table can be a challenging task that requires effective communication between the design and construction teams. Drilled shafts were designed to support a firewall for an electrical substation in central Texas. The subsurface consisted of interlayers of loose sands and soft clays under high groundwater table. The design recommended to install the shafts with temporary casing or slurry displacement due to the anticipated groundwater seepage through granular soils. During the foundation construction, it was very difficult to maintain the stability of the hole and the contractor requested to install the shafts using permanent casings. Therefore, the foundation design was modified to address the construction challenges and ensure that the shafts with permanent casing achieve the required load resistance. Effective and continuous communication among the owner, contractor, and design team during field shaft installation was key to mitigate the unforeseen challenges and successfully complete the project.

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REFERENCES

AASHTO. (2017). American Association of State Highway and Transportation Officials LRFD Bridge Design Specifications 8th Edition. ISBN: 978-1-56051-654-5.
Brown, D. A., et al. (2018). Drilled Shafts: Construction Procedures and Design Methods.
Brown, T. E. (1963). Index of Areal Geologic Maps in Texas, 1891-1961. Bureau of Economic Geology, The University of Texas at Austin.
CMJ Engineering Inc. (2019). Geotechnical Engineering Study 138 kV Transmission Line, Substation and New Leach Plant.
Das, B. M. (2016). Principles of Foundation Engineering, Eighth Edition. ISBN-13: 978-1-305-08155-0.
Ensoft Inc. (2019). GROUP v2019 User’s and Technical Manual.
Ensoft Inc. (2018). LPILE v2018 User’s and Technical Manual.
Ensoft Inc. (2017). SHAFT v2017 User’s and Technical Manual.
Kulhawy, F. H., and Mayne, P. W. (1990). Manual on Estimating Soil Properties for Foundation Design. Electric Power Research Institute, Palo Alto, California.
Owens, M. J., and Reese, L. C. (1982). The Influence of a Steel Casing on the Axial Capacity of a Drilled Shaft. Center for Transportation Research, The University of Texas at Austin.
O’Neill, M. W. (1998). “Project 89 Revisited”, Proceedings of the ADSC Drilled Shaft Foundation Symposium Held to Honor Dr. Lymon C. Reese, ADSC, Dallas, Texas, January, pp. 7–47.
O’Neill, M. W. (2002). Discussion of “Side Resistance in Piles and Drilled Shafts,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No. 1, pp. 3–16.
O’Neill, M. W., and Hassan, K. M. (1994). Drilled Shafts: Effects of Construction on Performance and Design Criteria. Proceedings of the International Conference on Design and Construction of Deep Foundations, December 1994, Vol. 1, pp. 137–187.
Reese, L. C., and O’Neill, M. W. (1988). Drilled Shafts: Construction and Design.” FHWA,.
Texas Department of Transportation. (2017). Geotechnical Manual.

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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 73 - 81

History

Published online: Mar 23, 2023

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Authors

Affiliations

Anthony El Hachem, A.M.ASCE [email protected]
P.E.
1Senior Geotechnical Engineer, Geotechnical and Tunneling, WSP USA, Inc., Austin, TX. Email: [email protected]
Hosam Salman, Ph.D., F.ASCE [email protected]
P.E.
2Senior Supervising Engineer and Texas Geotechnical Manager, WSP USA, Inc., Dallas, TX. Email: [email protected]

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