Improvement for determining the axial capacity of drilled shafts in shale in Illinois.

Stark, Timothy D.; Long, James H.; Assem, Pouyan; University of Illinois at Urbana-Champaign. Dept. of Civil and Environmental Engineering

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Improvement for determining the axial capacity of drilled shafts in shale in Illinois.

2013-05-01
By Stark, Timothy D. ; Long, James H. ; Assem, Pouyan

[PDF-2.21 MB]

English

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Creators:

Stark, Timothy D. ; Long, James H. ; Assem, Pouyan

Stark, Timothy D. ; Long, James H. ; Assem, Pouyan Less -
Corporate Creators:

University of Illinois at Urbana-Champaign. Dept. of Civil and Environmental Engineering
Corporate Contributors:

Illinois. Dept. of Transportation ; United States. Federal Highway Administration

Illinois. Dept. of Transportation ; United States. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Axial Loads Bearing Capacity Bridge Foundations Compressive Strength Design Load Factor Shale
Publication/ Report Number:

FHWA-ICT-13-017
Resource Type:

Tech Report
Geographical Coverage:

Illinois
Corporate Publisher:

Illinois Center for Transportation
Abstract:

In this project, Illinois-specific design procedures were developed for drilled shafts founded in weak shale. In addition,

recommendations for field and laboratory testing to characterize the in situ condition of weak shales in Illinois were

developed and presented herein. For this project, weak shale is defined as an intermediate geologic material (IGM) with

an unconfined compressive strength of 10 to 100 ksf. These investigation and design improvements are anticipated to

lead to safer design and substantial deep-foundation cost savings for IDOT.
Format:

PDF
Funding:

ICT R27-99 ; UILU-ENG-2013-2011

ICT R27-99 ; UILU-ENG-2013-2011 Less -
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:6ef006fb31afb92abe7e1d9db8f3781be3cb613e6e70d7d34654dc651b034cdb
Download URL:

https://rosap.ntl.bts.gov/view/dot/26956/dot_26956_DS1.pdf
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Improvement for determining the axial capacity of drilled shafts in shale in Illinois.

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