Probabilistic Based Assessment of the Influence of Nonlinear Soil Behavior and Stratification on the Performance of Laterally Loaded Drilled Pier Foundations

Probabilistic Based Assessment of the Influence of Nonlinear Soil Behavior and Stratification on the Performance of Laterally Loaded Drilled Pier Foundations

abstract: This thesis presents a probabilistic evaluation of multiple laterally loaded drilled pier foundation design approaches using extensive data from a geotechnical investigation for a high voltage electric transmission line. A series of Monte Carlo simulations provide insight about the compute...

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Bibliographic Details
Other Authors: Heim, Zackary (Author)
Format: Dissertation
Language:English
Published: 2014
Subjects:
Geotechnology
Civil engineering
Foundation Engineering
Geotechnical Engineering
Laterally Loaded Piers
Transmission Line
Online Access:http://hdl.handle.net/2286/R.I.24939

Internet

http://hdl.handle.net/2286/R.I.24939

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