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Behavior of pile foundations in liquefied and laterally spreading ground. - eScholarship
ASCE/AEG/UMKC Geotechnical Conference April 6, 2002 University Center, Pierson Auditorium University of Missouri at Kansas City Behavior of Pile Foundations in Liquefied and Laterally SpreadingExpand
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Physical and Numerical Modeling of Nonlinear Cyclic Load-Deformation Behavior of Shallow Foundations Supporting Rocking Shear Walls
A shear wall supported by a shallow foundation system is a commonly used seismic-force-resisting structural building system, yet there are many unresolved issues regarding their design andExpand
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Soil Liquefaction
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Site Effects for the Sacramento-San Joaquin Delta
Seismic site response and site effects models are presented for levees in the Sacramento-San Joaquin Delta where the subsurface soils include thick deposits of highly organic soils. Sources ofExpand
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Liquefaction Evaluation of Interbedded Soil Deposit: Çark Canal in 1999 M7.5 Kocaeli Earthquake
AbstractThe performance of Cark Canal in the 1999 M=7.5 Kocaeli earthquake was evaluated using common liquefaction vulnerability index (LVI) methods, a nonlinear dynamic analysis (NDA) method, and ...
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Nonlinear Dynamic Analyses of Austrian Dam in the 1989 Loma Prieta Earthquake
AbstractTwo-dimensional nonlinear dynamic analyses (NDAs) of Austrian Dam in the 1989 Mw=6.9 Loma Prieta earthquake are presented using the finite-difference program FLAC with the user-defined cons...
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NHERI Centrifuge Facility: Large-Scale Centrifuge Modeling in Geotechnical Research
The 9-m and 1-m radius geotechnical centrifuges at the Natural Hazards Engineering Research Infrastructure (NHERI) facility at the University of California at Davis provide the national researchExpand
Soil Properties and Modeling