Lateral capacity of rock sockets in limestone under cyclic and repeated loading : technical summary.

Parsons, Robert L.; Willems, Isaac; Pierson, Matthew C.; Han, Jie; University of Kansas. Dept. of Civil, Environmental and Architectural Engineering

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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.

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Lateral capacity of rock sockets in limestone under cyclic and repeated loading : technical summary.

2010-08-01
By Parsons, Robert L. ; Willems, Isaac ; Pierson, Matthew C. ; ...

English

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Details:

Creators:

Parsons, Robert L. ; Willems, Isaac ; Pierson, Matthew C. ; Han, Jie

Parsons, Robert L. ; Willems, Isaac ; Pierson, Matthew C. ; Han, Jie Less -
Corporate Creators:

University of Kansas. Dept. of Civil, Environmental and Architectural Engineering
Corporate Contributors:

Kansas. Dept. of Transportation. Bureau of Materials & Research
Subject/TRT Terms:

[+]

Deformation Curve Limestone Load Factor Load Tests Rocks Shaft Sinking
Publication/ Report Number:

K-TRAN: KU-09-6
Resource Type:

Tech Report
Geographical Coverage:

Kansas
OCLC Number:

671240086
Edition:

Technical summary.
Corporate Publisher:

Kansas. Dept. of Transportation
NTL Classification:

NTL-HIGHWAY/ROAD TRANSPORTATION-Soils and Geology
Abstract:

Drilled shafts are a type of deep foundation that is capable of supporting very large vertical and lateral loads. Drilled shafts are constructed by drilling a hole from the ground surface to the target depth or formation and filling the hole with reinforcing steel and concrete to create a reinforced concrete column from the surface to the desired depth.

This report contains the results from a full scale lateral load test of two short rock socketed shafts in limestone, and the development of recommendations for p-y analysis using those results. The shafts were tested under cyclic loading (load reversal) at loads up to 400 kips; repeated loading up to 800 kips, and to failure near 1000 kips. A detailed description of the testing, analysis, and p-y curve recommendations is provided.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:5672e87903298ac4abaf972ce0f727e0adbef570bc94d011a7152514d46e8945
Download URL:

https://rosap.ntl.bts.gov/view/dot/18235/dot_18235_DS1.pdf
File Type:

[PDF-549.36 KB]