Performance based design of laterally loaded drilled shafts.

Liang, Robert Y.; Fan, Haijian; University of Akron. Dept. of Civil Engineering

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Performance based design of laterally loaded drilled shafts.

2013-12-01
By Liang, Robert Y. ; Fan, Haijian

[PDF-4.22 MB]

English

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Creators:

Liang, Robert Y. ; Fan, Haijian

Liang, Robert Y. ; Fan, Haijian Less -
Corporate Creators:

University of Akron. Dept. of Civil Engineering
Corporate Contributors:

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Caissons Foundations Loads Monte Carlo Method Risk Management Soils
Publication/ Report Number:

FHWA/OH-2013/15
Resource Type:

Tech Report
Geographical Coverage:

Ohio
Corporate Publisher:

Ohio. Dept. of Transportation. Office of Statewide Planning and Research
Abstract:

Reliability-based design of deep foundations such as drilled shafts has been increasingly important due to the

heightened awareness of the importance of risk management. The load and resistance factor design has been

implemented by FHWA since 2007. Nevertheless, there are still many unsolved issues regarding the

implementation of load and resistance factor design. In an attempt to address these issues, a performancebased design approach has been developed in which Monte Carlo simulation is employed to conduct reliability

analysis. A series of computer codes were developed and validated. It was found that the spatial variability of

soils is an important consideration in reliability analysis.
Format:

PDF
Funding:

SJN 134709
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:cf676354af21b987001df085e5ea8cab4a3b461adab54fb42f3b56bbf9c6e430
Download URL:

https://rosap.ntl.bts.gov/view/dot/26797/dot_26797_DS1.pdf
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Performance based design of laterally loaded drilled shafts.

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