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Publications tagged with [seismic piezocone]

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<p>Soil behavior is complex and thus requires quantification by a reasonably good number of different engineering parameters. Consequently, the seismic piezocone test (SCPTu) is particularly well-suited to being an efficient and economical tool for routine ...
Reference: Proceedings, 3rd International Symposium on Cone Penetration Testing (CPT'14, Las Vegas), ISSMGE Technical Committee TC 102, Edited by P.K. Robertson and K.I. Cabal: p 47-73
The axial load-displacement-capacity of drilled shaft foundations can be conveniently evaluated using the results of seismic piezocone penetration tests (SCPTU) to provide continuous profiles of small- and large-strain soil properties. The penetration readings ...
Reference: Foundations & Ground Improvement, GSP 113, ASCE, 2001
Seismic piezocone penetration tests (SCPTu) with dissipation phases are particularly useful for geotechnical site characterization as they provide four independent readings with depth from a single sounding, as well as time-rate information. Methods of evaluating ...
Reference: "International Conference on In-Situ Measurement of Soil Properties & Case Histories [In-Situ 2001], Bali, Indonesia, May 21-24, 2001"
Recent research shows that G0 applies to both static and dynamic properties, as well as to both undrained and drained loading conditions in geotechnical situations. Since the traditional penetration readings from the cone correspond to failure states, an entire ...
Reference: Fourth International Geotechnical Conference, Cairo University, January 2000
Laboratory and field measurements of the small-strain shear modulus of a Piedmont residual soil were compared to gain a better understanding of mechanisms affecting stiffness. Resonant column tests were performed to study influences of void ratio, overconsolidation ...
Reference: Behavioral Characteristics of Residual Soils, GSP 92, ASCE
 
A series of instrumented load test on two drilled shaft foundations situated in residual soil and partially weathered rock of the Piedmont geology were conducted to evaluate load displacement and load transfer response. An extensive array of in situ tests ...
Reference: FHWA Ref No. 41-30-2175, 1993