Chapter
Nov 1, 2018
Electrical Transmission and Substation Structures 2018

Program Considerations for Analysis of Drilled Shaft Foundations

Publication: Electrical Transmission and Substation Structures 2018: Dedicated to Strengthening our Critical Infrastructure

ABSTRACT

The various software suites for concrete drilled shaft foundation designs utilized in the electric transmission line utility industry make different modeling assumptions for analysis. The objective of this study was to conduct a comparative analysis of drilled shafts, subject to transmission line monopole structure loading conditions, designed using the programs LPile by Ensoft, Inc., moment foundation analysis and design (MFAD) by Electric Power Research Institute (EPRI), maintained by DiGioia Gray and Associates, and CAISSON by Power Line Systems, Inc. While the programs' main difference is the modeling of the drilled pier behavior, this study focused on how each program accounted for the interaction of the foundation shafts with the surrounding subsurface. Additionally, the effect of the submerged unit weight of the subsurface due to the presence of groundwater, is also considered as an input variation parameter in this study. Multiple foundation shaft sizes, with varying aspect ratios, were analyzed for a combination of different subsurface material properties and structural loads. The performance of each of the foundation designs was assessed based on the strength and deflection criteria. By comparing the resulting designs, this study provides guidelines to help optimize a drilled shaft design for a given set of parameters.

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REFERENCES

[1]Nikos Gerolymos, George Gazetas. Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities. Greece; 2005.
[2]David Bonhoff, Ph.D., P.E. Modeling Soil Behavior with Simple Springs. USA.
[3]William M. Isenhower, Ph.D., P.E., Shin-Tower Wang, Ph.D., P.E., L. Gonzalo Vasquez, Ph.D., P.E. Technical Manual for LPile 2016. USA; 2016.
[4]Electric Power Research Institute, FAD Tools, FAD 5.1 User’s Guide. USA; 2015.
[5]Donald P. Coduto, Foundation Design Principles and Practices Second Edition. USA; 2001.
[6]Greg. C. Parent, P.E., S.E. Transmission Substation Design Operation Symposium (2017), Transmission Line Drilled Pier Design, Limiting Rotation and Creating a Balanced Performance Criteria
[7]Sanchit Chitre, Joel Coker, P.E. and Brian Sedgwick, P.E. Transmission Substation Design Operation Symposium (2017), Comparative Analysis of Drilled Shafts using LPile and MFAD
[8]P.M. Kandaris, P.E., A.M. DiGioia, Jr. Ph.D., P.E., and Z. J. Heim, P.E. GeoCongress 2012 ASCE 2012, Evaluation of Performance Criteria for Short Laterally Loaded Drilled Shafts
[9]P.M. Kandaris, P.E., and Davidow, P.E. Electrical Transmission and Substation Structures Conference SEI & ASCE (2015), Study of Electric Transmission Line Deep Foundation Design

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Go to Electrical Transmission and Substation Structures 2018
Electrical Transmission and Substation Structures 2018: Dedicated to Strengthening our Critical Infrastructure
Pages: 146 - 156
Editor: Michael Miller, SAE Towers
ISBN (Online): 978-0-7844-8183-7

History

Published online: Nov 1, 2018
Published in print: Nov 1, 2018

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Authors

Affiliations

Sanchit Chitre [email protected]
Transmission Line Engineer, Leidos Engineering, 200 N. LaSalle, Suite 700, Chicago, IL 60601. E-mail: [email protected]
P.E.
TLine Lead Engineer, Leidos Engineering, Home Site, Palmetto, FL 34221. E-mail: [email protected]
Brian Sedgwick [email protected]
P.E., P.G.
Sr. Transmission Engineer, Leidos Engineering, Home Site, Park City, UT 84098. E-mail: [email protected]

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