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Publications by [Woeller D. J.]

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The responses of the individual base and side components of O-cell load tests on drilled shaft foundations can be evaluated within an elastic continuum framework using results from seismic piezocone tests (SCPTu). The SCPTu is an optimal means for collection ...
Reference: Foundations, Proccedings of the second British Geotechnical Association, International Conference on Foundations - ICOF 2008, Volume one: Piles, Excavations and offshore foundations, 2008