DocumentCode
831366
Title
Case history of a cost effective design approach for laterally loaded drilled shafts [for overhead power line supports]
Author
Kondziolka, R.E. ; Rojas-Gonzalez, L.F.
Author_Institution
Salt River Project, Phoenix, AZ, USA
Volume
6
Issue
1
fYear
1991
fDate
1/1/1991 12:00:00 AM
Firstpage
391
Lastpage
396
Abstract
A net savings of approximately one million dollars was obtained in the design and construction of 109 drilled shafts for phases I and II of the Pinnacle Peak-Papago Buttes 230 kV transmission line for the Salt River Project, Phoenix, Arizona. The savings were made possible by applying a rational design approach in conjunction with the Electric Power Research Institute´s computer program MFAD (Moment Foundation Analysis and Design). The so-called four-spring subgrade modulus model in the MFAD program computes the shaft overturning moment capacity considering all acting forces. The model considers both the stiffness of the different soil layers within the depth of the shaft and the stiffness of the shaft for response computations. A comparison between designs based on various methods indicates that MFAD can save up to 10 ft of foundation depth
Keywords
CAD; civil engineering computing; poles and towers; power engineering computing; power overhead lines; software packages; 230 kV; CAD; MFAD; Moment Foundation Analysis and Design; USA; civil engineering computing; construction; cost effective design; four-spring subgrade modulus model; laterally loaded drilled shafts; overhead power line supports; shaft overturning moment capacity; software packages; soil; transmission line; Computer aided software engineering; Costs; Design methodology; History; Home computing; Power overhead lines; Power transmission lines; Rivers; Shafts; Soil;
fLanguage
English
Journal_Title
Power Delivery, IEEE Transactions on
Publisher
ieee
ISSN
0885-8977
Type
jour
DOI
10.1109/61.103763
Filename
103763
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