Chapter
May 3, 2024

Best Practices for Pre-Drilling Drilled Shaft Foundations in Karst Geology

ABSTRACT

Bowling Green, Kentucky, is situated on one of the most well-developed karst landscapes in the world. Karst presents significant challenges to geotechnical engineers when deep foundations are required. When using end-bearing drilled shafts in this region, the bearing layer is typically carbonate limestone. Due to the soluble nature of this material, voids and seams within the rock are common. It is critically important that the bearing surface for the drilled shaft not be immediately underlain by voids or thick seams, which could result in punching failure through a thin layer of rock. To determine if there are voids beneath the bearing surface, a two-to-three-inch diameter test hole is drilled in the bottom of the shaft to a depth of 5 to 10 ft, depending on the design load. This test hole is then probed with a “scratch rod” to check for voids or seems. The design geotechnical engineer will provide acceptance criteria for the number and thickness of seems allowed and at what depth beneath the bearing surface. This process consumes time, delays production (especially when voids are found), and sometimes needs to be repeated several times on a single shaft. Another option for testing the bedrock is to pre-drill each drilled shaft location with an air track drilling rig. An experienced driller working with a field engineer can find even small voids and seams in the bedrock layer and continue to drill until they achieve the appropriate thickness of competent rock to establish the bearing elevation. The exact depth of each anomaly is provided on the digital depth gauge on the drill rig and logged. This can be done in advance of the foundation drillers and can provide them with a pre-determined target depth for each shaft. This paper will present the advantages, disadvantages, and best practices to effectively utilize pre-drilling of drilled shafts to reduce cost by increasing production, improve up-front budgetary estimates to minimize change orders, and improve jobsite safety.

Get full access to this chapter

View all available purchase options and get full access to this chapter.

REFERENCES

ACES (Arnold Consulting Engineering Services). (2022). Geotechnical Engineering Investigation: Project Lightyear, Bowling Green, KY.
Crawford, N. (1989). The Karst Landscape of Warren County. City-County Planning Commission of Warren County. Bowling Green, KY.
Deere, D. U. (1964). “Technical description of rock cores”, Rock Mechanics Engineering Geology, 1 (16-22).
FHWA (Federal Highway Administration). (2018). Drilled Shafts: Construction Procedures and Design Methods, September 2018, Washington, DC.
NSG (Near Surface Geophysics). (2017). Electrical Resistivity Survey of the Cooksey Property, Bowling Green, KY.
Phillips, J. D. (2021). “Floaters”. https://gws.as.uky.edu/node/474132 (June 2nd, 2023).

Information & Authors

Information

Published In

Go to IFCEE 2024
IFCEE 2024
Pages: 1 - 6

History

Published online: May 3, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Matthew A. Dettman, P.E. [email protected]
1Arnold Consulting and Engineering Services, Bowling Green, KY. Email: [email protected]

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.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$88.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$88.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share