Ashour, M., Helal, A., & Ardalan, H. (2012). Upgrade of axially loaded pile-soil modeling with the implementation of LRFD design procedure. Alabama. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/25719
Ashour, Mohamed, Amr Helal, and Hamed Ardalan. Upgrade of axially loaded pile-soil modeling with the implementation of LRFD design procedure. Alabama. Department of Transportation, 2012. https://rosap.ntl.bts.gov/view/dot/25719.
Ashour, Mohamed, et al. Upgrade of axially loaded pile-soil modeling with the implementation of LRFD design procedure. Alabama. Department of Transportation, 2012, ROSA P. https://rosap.ntl.bts.gov/view/dot/25719.
This report and the accompanying computer code (Software, WBUZPILE) describe the
;
characterization and analysis of piles under axial loads. A combination of different formulas
;
obtained from ALDOT long time experience along with fundamental equations of deep
;
foundations are employed in this program to assess the axial capacity of driven piles. The report
;
focuses on the entry of input data, interpretation of the output results and description of the
;
employed soils and equations. In addition to sand and clay models developed by ALDOT, the
;
report presents modeling formula for silt soils that include sandy silt and clayey silt and
;
weathered rock (soft rock). The current program analysis allows the utilization of the LRFD
;
approach that determines the geotechnical resistance factor based on the calibration by fitting as
;
presented in Chapter 1. In addition to the use of varying values of safety factors and DL/LL, the
;
program user can also use a default resistance factor of 0.71 which is based on a commonly used
;
safety factor of 2 and DL/LL ratio of 2 as recommended by ALDOT.
Ashour, M., Helal, A., & Ardalan, H. (2012). Upgrade of axially loaded pile-soil modeling with the implementation of LRFD design procedure. Alabama. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/25719
Ashour, Mohamed, Amr Helal, and Hamed Ardalan. Upgrade of axially loaded pile-soil modeling with the implementation of LRFD design procedure. Alabama. Department of Transportation, 2012. https://rosap.ntl.bts.gov/view/dot/25719.
Ashour, Mohamed, et al. Upgrade of axially loaded pile-soil modeling with the implementation of LRFD design procedure. Alabama. Department of Transportation, 2012, ROSA P. https://rosap.ntl.bts.gov/view/dot/25719.
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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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