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4.0 Role of Structural and Geotechnical Specialists in LRFD Framework
Since the substructure elements include both
structural and geotechnical aspects it is imperative that the structural and
geotechnical specialists work together during the design of substructures. For example, in the design of a deep
foundation it is necessary to consider limit states with respect to various
factors such as structural axial strength, soil strength, lateral load
behavior, structural lateral strength, settlement, scour, ship impact response
and earthquake response. This degree of
complexity necessitates an interaction between the structural and geotechnical
specialists. During this interaction, it
is important for both structural and geotechnical specialists to develop an
understanding of each others work and refrain from adding comfort factors to
the nominal load and resistance values to account for their discomfort or
mistrust in each others preference.
Such comfort factors can lead to modification of the load and the
resistance factors to an extent that they may not be applicable as developed
for various limit states in the AASHTO-LRFD framework. Such modifications can lead to spurious
designs, which may be either overly conservative or unsafe. Overly conservative designs misuse tax
payers money while unsafe designs can lead to failures that may result in loss
of life and/or potential litigation.
Acknowledgement: The author wishes to acknowledge Dr. Edward A. Nowatzki, PE, Principal Engineer of NCS Consultants, LLC, for his effort in reviewing this article and providing comments.
References
1. AASHTO (2007), AASHTO LRFD Bridge Design Specifications, 4th Edition. American Association of State Highway and Transportation Officials, Washington, D.C.
2. AASHTO (2007), Standard Specifications for Highway Bridges, 17th Edition. American Association of State Highway and Transportation Officials, Washington, D.C.
3. Samtani, N. C. and Nowatzki, E.A. (2006). Soils and Foundations, Volume II, Report No. FHWA NHI-06-089, Federal Highway Administration, U. S. Department of Transportation [Available for free download at www.ncsconsultants.com].
4. Turkstra, C. J. (1970). Theory of Structural Design Decisions, Solid Mechanics Study No. 2, University of Waterloo, Waterloo, Canada.
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