TECHNICAL PAPERS
Mar 1, 1992

Constructability for Drilled Shafts

Publication: Journal of Construction Engineering and Management
Volume 118, Issue 1

Abstract

Principles of constructability are applied to the planning, design, and construction of drilled‐shaft foundations. It is shown that the keys to drilled‐shaft constructability are an appropriate site investigation, the knowledge and experience of civil engineers with drilled‐foundation construction procedures, and a quality‐control program. Methods of drilled‐shaft construction are reviewed and specific procedures for implementing constructability during site investigations are presented. The input of engineers experienced in drilled‐shaft construction is shown to be necessary for successful cost estimates, accounting for effects of construction on design assumptions, and in developing rational construction specifications, all of which are critical for applying constructability to drilled shafts. Quality control, through inspection and nondestructive testing, can increase the reliability of drilled shafts by verifying subsurface conditions and by providing evaluation of postconstruction integrity. Two case histories are used to demonstrate that constructability provides a useful management and engineering tool to reduce foundation costs and increase reliability.

Get full access to this article

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

References

1.
“Bored piles.” (1986). Report No. FHWA‐TS‐86‐206 (translated by L. C. Reese), Federal Highway Administration (FHWA), McClean, Va.
2.
Carter, J. P., and Kulhawy, F. H. (1988). “Analysis and design of drilled shaft foundations socketed into rock.” Report EL‐5918, Electric Power Research Institute, Palo Alto, Calif.
3.
Case, M. (1989). “A busy site in Cleveland.” Foundation Drilling. ADSC: The International Association of Foundation Drilling, Dallas, Tex., XXVII(8), 8–11.
4.
“Constructability: A primer.” (1986). Publication 3‐1. Construction Industry Institute, Austin, Tex.
5.
“Constructability concepts file.” (1987). Publication 3‐3. Construction Industry Institute, Austin, Tex.
6.
Drilled shaft inspector's manual. (1989). ADSC: The International Association of Foundation Drilling, Dallas, Tex.
7.
Fleming, W. K., and Sliwinski, Z. J. (1977). “The use and influence of bentonite in bored pile constuction.” Report PG3, Construction Industry Research and Information Association, London, England.
8.
Greer, D. M., and Gardner, W. S. (1986). Construction of drilled pier foundations. John Wiley & Sons, Inc., New York, N.Y.
9.
“Guide drilled shaft specification.” (1990). Geotechnical Guideline No. 14, Federal Highway Administration (FHWA), U.S. Dept. of Transp., Washington, D.C.
10.
Jones, G. (1985). “Large observation borings in subsurface investigation programs.” Transp. Res. Record 1044, Transportation Research Board, Washington, D.C.
11.
Kulhawy, F. H. (1991). “Drilled shaft foundations.” Foundation engineering handbook, 2nd Ed., H. Y. Fang, ed., Van Nostrand Reinhold Co., New York, N.Y.
12.
“ L. R. Skelton & Company versus Department of Highways.” ( 1986 ). Found. Drilling, XXII ( 31 ), 17 – 19.
13.
Lukas, R. G., and Baker, C. N., Jr. (1978). “Ground movement associated with drilled pier installations.” Preprint No. 3266, ASCE, New York, N.Y.
14.
Reese, L. C. (1978). “Design and construction of drilled shafts.” J. Geotech. Engrg. Div., ASCE116(9), 91–116.
15.
Reese, L. C., and O'Neill, M. W. (1988). “Drilled shafts: Construction procedures and design methods.” Publication No. FHWA‐HI‐88‐042, Federal Highway Administration (FHWA), McLean, Va.
16.
Reese, L. C., O'Neill, M. W., and Touma, F. T. (1973). “Bored piles installed by slurry displacement.” Proc., 8th Int. Conf. on Soil Mech. and Found. Engrg., Moscow, U.S.S.R.
17.
Schwartz, S. (1987). “Drilled piers in the Piedmont—minimizing contractor‐engineer‐owner conflicts.” Foundations and excavations in decomposed rock of the Piedmont province: GSP No. 9, ASCE, New York, N.Y.
18.
“Specification for cast in place piles formed under bentonite suspension.” (1975). Ground Engrg., London, England, 8(2), 50–52.
19.
“Standards and specifications.” (1988). ADSC: The International Association of Foundation Drilling, Dallas, Tex.
20.
“Standard specification for the construction of end bearing drilled piers.” (1989). ACI 336.1‐79, American Concrete Institute, Detroit, Mich.
21.
Stebbins, E. E., and Williams, R. C. (1986). “Wet‐hole drilled shaft construction.” Publication No. 7644. ADSC: The International Association of Foundation Drilling, Dallas, Tex.
22.
Stokoe, K. H. (1987). “Integrity evaluation of drilled shafts by stress waves.” Proc., Drilled Found. Workshop for Engrg. Faculty. ADSC: The International Association of Foundation Drilling, Dallas, Tex.
23.
v. Eckardstein, K. E. (1983). Pumping concrete and concrete pumps. Schwing, Herne, West Germany.

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 118Issue 1March 1992
Pages: 77 - 93

History

Published online: Mar 1, 1992
Published in print: Mar 1992

Permissions

Request permissions for this article.

Authors

Affiliations

John P. Turner, Associate Member, ASCE
Asst. Prof., Dept. of Civ. and Arch. Engrg., Univ. of Wyoming, Laramie, WY 82071

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.

Cited by

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share