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.; Texas Transportation Institute. Texas A&M University

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

i

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.

[PDF-1.05 MB]

English

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Creators:

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

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

Texas Highway Department ; United States. Department of Transportation. Federal Highway Administration. Bureau of Public Roads Less -
Subject/TRT Terms:

[+]

Boreholes Breaking Loads Footings Forecasting Loads Overturning Properties Of Materials Shafts (Machinery) Shear Strength Soil Tests
Publication/ Report Number:

105-2
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
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
Collection(s):

US Transportation Collection
Main Document Checksum:

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urn:sha-512:2124e5a6ccf2028e77534d744c89b32f50dd635ec03c2abfed8f49ad5c9aa82814bbb038284c62769cfce3a1c545e9bad58437e5579a42e5041c20d84fc0363a
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https://rosap.ntl.bts.gov/view/dot/84535/dot_84535_DS1.pdf
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Resistance of a Drilled Shaft Footing to Overturning Loads, Model Tests and Correlation with Theory

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