Resistance of a Drilled Shaft Footing to Overturning Loads, Model Tests and Correlation with Theory

Ivey, Don L.; Koch, Kenneth J.; Raba Jr, Carl F.

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Resistance of a Drilled Shaft Footing to Overturning Loads, Model Tests and Correlation with Theory

1968-07-01
By Ivey, Don L. ; Koch, Kenneth J. ; Raba Jr, Carl F.

File Language:

English

Details

Creators:

Ivey, Don L. ; Koch, Kenneth J. ; Raba Jr, Carl F.
Corporate Creators:

Texas Transportation Institute. Texas A&M University
Corporate Contributors:

Texas Highway Department ; United States. Department of Transportation. Federal Highway Administration. Bureau of Public Roads
Subject/TRT Terms:
Publication/ Report Number:

105-2
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States
Corporate Publisher:

Texas Transportation Institute. Texas A&M University
Abstract:

Reported in this paper are the results of twenty-eight model tests of drilled shaft footings subjected to overturning horizontal loads. The models are geometrically similar but reduced by a factor of six compared to the average size of footings used for minor service structures in Texas. The soils investigated range from cohesionless sands, through soils with both cohesion and an angle of shear resistance, to clays with no angle of shear resistance when tested using the unconsolidated-undrained quick triaxial compression test.
Format:

PDF
Funding:

2-5-67-105
Download URL:

https://rosap.ntl.bts.gov/view/dot/84535/dot_84535_DS1.pdf
File Type:

[PDF - 1.05 MB]
Collection(s):

US Transportation Collection
Main Document Checksum:

urn:sha-512:2124e5a6ccf2028e77534d744c89b32f50dd635ec03c2abfed8f49ad5c9aa82814bbb038284c62769cfce3a1c545e9bad58437e5579a42e5041c20d84fc0363a

Dynamic Overturning Loads on Drilled Shaft Footings Used for Minor Service Structures

Ten model tests of drilled shaft footings subjected to dynamic overturning loads were performed. Compared to the average size footing used for minor s ...

Smith, Harry L. ;

Dunlap, Wayne A.
Long-Term Overturning Loads on Drilled Shaft Footings

A theory which will predict the ultimate resistance of a drilled shaft footing to overturning loads was presented in Research Report 105-1 and was cor ...

Dunlap, Wayne A. ;

Ivey, Don L.
Theory, Resistance of a Drilled Shaft Footing to Overturning Loads

This is the first of a series of reports to be written concerned with the design of these footings. It shows in detail the theoretical development on ...

Ivey, Don L.

File Language:

English

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