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- Publications
- Influence
Static pushover analyses of pile groups in liquefied and laterally spreading ground in centrifuge tests - eScholarship
- Scott J. Brandenberg, R. Boulanger, B. Kutter, D. Chang
- Engineering
- 1 September 2007
Monotonic, static beam on nonlinear Winkler foundation (BNWF) methods are used to analyze a suite of dynamic centrifuge model tests involving pile group foundations embedded in a mildly sloping soil… Expand
Behavior of pile foundations in liquefied and laterally spreading ground. - eScholarship
- P. Singh, S. J. Brandenberg, R. W. Boulanger, B. Kutter
- Engineering, Geology
- 26 July 2016
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 Spreading… Expand
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Postshaking Shear Strain Localization in a Centrifuge Model of a Saturated Sand Slope
- Erik J. Malvick, B. Kutter, R. Boulanger
- Geology
- 1 February 2008
This paper presents analyses of a test conducted on a 9-m-radius centrifuge to study the redistribution of pore water during diffusion of earthquake-induced excess pore pressures in a sand slope with… Expand
Shear Localization Due to Liquefaction-Induced Void Redistribution in a Layered Infinite Slope
- Erik J. Malvick, B. Kutter, R. W. Boulanger, R. Kulasingam
- Materials Science
- 1 October 2006
A new approach for estimating the susceptibility of a layered, liquefiable, infinite slope to shear deformations associated with void redistribution is presented. The excess pore water pressures… Expand
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 and… Expand
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A bender element system for measuring shear wave velocities in centrifuge models
- B. Kutter, S. Choi, D. Wilson, J. Santamarina, S. Brandenberg
- Geology
- 12 July 2006
Contraction, Dilation, and Failure of Sand in Triaxial, Torsional, and Rotational Shear Tests
The response of a saturated fine sand (Nevada sand No. 120) with relative density Dr ≈70% in drained and undrained conventional triaxial compression and extension tests and undrained cyclic shear… Expand
Static and seismic stability of sensitive clay slopes
- D. S. Park, B. Kutter
- Geology
- 1 December 2015
Abstract Many sensitive clay slopes exist that have a factor of safety greater than one based on the peak strength, and a factor of safety less than one based on the remolded strength. Obviously, it… Expand
Soil-Pile-Superstructure Interaction in Liquefiable Sand
- R. Boulanger, D. Wilson, B. Kutter, A. Abghari
- Engineering
- 1997
Soil-pile-superstructure interaction in liquefiable sand is evaluated using dynamic centrifuge model tests and pseudostatic p-y analyses. Select recordings from a recent centrifuge test are presented… Expand
The NEES geotechnical centrifuge at UC Davis
- D. Wilson, R. W. Boulanger, +9 authors S. Yoo
- Engineering
- 2004
Author(s): Wilson, Daniel W.; Boulanger, Ross W.; Feng, Xin; Hamann, Bernd; Jeremic, Boris; Kutter, Bruce L.; Ma, Kwan-Liu; Santamarina, Carlos; Sprott, Kenneth S.; Velinsky, Steven A; Weber, Gunther… Expand
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- PDF