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

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

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

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. ; ...

[PDF-549.36 KB]

English

Details You May Also Like

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:

No Additional Files

More +

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

Details:

Supporting Files

You May Also Like