Sritharan, S., Ng, K. W., & Ashlock, J. C. (2014). Development of preliminary load and resistance factor design of drilled shafts in Iowa : [tech transfer summary] (Report No. InTrans Project 11-410;SPR RB03-012). Iowa State University. Institute for Transportation. https://rosap.ntl.bts.gov/view/dot/28540
Sritharan, Sri, Kam W. Ng, and Jeramy C. Ashlock. Development of preliminary load and resistance factor design of drilled shafts in Iowa : [tech transfer summary]. Report no. InTrans Project 11-410;SPR RB03-012. Iowa State University. Institute for Transportation, 2014. https://rosap.ntl.bts.gov/view/dot/28540.
Sritharan, Sri, et al. Development of preliminary load and resistance factor design of drilled shafts in Iowa : [tech transfer summary]. Iowa State University. Institute for Transportation, 2014, Report no. InTrans Project 11-410;SPR RB03-012, ROSA P. https://rosap.ntl.bts.gov/view/dot/28540.
Despite possessing several advantages, drilled shafts are used infrequently
;
in Iowa. The soil conditions in several regions of the state are ideal for
;
using this foundation option. The reasons for the limited use of drilled
;
shafts can be attributed to the following:
;
• Lack of a formal process for selection of appropriate foundation types,
;
especially in evaluating the advantages of drilled shafts over driven
;
piles
;
• Limited design guidelines and details for drilled shafts in the Iowa
;
Bridge Design Manual
;
• Absence of standard construction inspection checklists for drilled
;
shafts
;
Furthermore, the resistance factors for drilled shafts recommended in
;
the American Association of State Highway and Transportation Officials
;
(AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design
;
Specifications (2010) were determined based on a general national
;
database that does not reflect local design and construction practices and
;
the regional soil conditions.
Sritharan, S., Ng, K. W., & Ashlock, J. C. (2014). Development of preliminary load and resistance factor design of drilled shafts in Iowa : [tech transfer summary] (Report No. InTrans Project 11-410;SPR RB03-012). Iowa State University. Institute for Transportation. https://rosap.ntl.bts.gov/view/dot/28540
Sritharan, Sri, Kam W. Ng, and Jeramy C. Ashlock. Development of preliminary load and resistance factor design of drilled shafts in Iowa : [tech transfer summary]. Report no. InTrans Project 11-410;SPR RB03-012. Iowa State University. Institute for Transportation, 2014. https://rosap.ntl.bts.gov/view/dot/28540.
Sritharan, Sri, et al. Development of preliminary load and resistance factor design of drilled shafts in Iowa : [tech transfer summary]. Iowa State University. Institute for Transportation, 2014, Report no. InTrans Project 11-410;SPR RB03-012, ROSA P. https://rosap.ntl.bts.gov/view/dot/28540.
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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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