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  • Influence
Capacity, Settlement, and Energy Dissipation of Shallow Footings Subjected to Rocking
The effectiveness of structural fuse mechanisms used to improve the performance of buildings during seismic loading depends on their capacity, ductility, energy dissipation, isolation, andExpand
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Liquefaction mechanism for layered soils
Results from four centrifuge model tests are presented. Three of the model tests involve layered soil deposits subject to base shaking; one model test involves a uniform soil deposit of sand subjectExpand
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Shake Table Test of Large-Scale Bridge Columns Supported on Rocking Shallow Foundations
AbstractThis paper presents the results of a series of shake table tests of two 460-mm-diameter columns supported on 1.5-meter-square shallow rocking foundations. The tests were conducted using theExpand
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Effects of Moment-to-Shear Ratio on Combined Cyclic Load-Displacement Behavior of Shallow Foundations from Centrifuge Experiments
Current design guidelines for shallow foundations supporting building and bridge structures discourage footing rocking or sliding during seismic loading. Recent research indicates that footingExpand
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Strength Loss and Localization at Silt Interlayers in Slopes of Liquefied Sand
The role of void redistribution in the liquefaction behavior of saturated sand slopes with and without silt interlayers was investigated using a series of dynamic centrifuge model tests. TwelveExpand
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Settlement, Sliding, and Liquefaction Remediation of Layered Soil
A series of highly instrumented, large-scale centrifuge models have been tested to investigate the extent of remediation required to control settlement and lateral sliding of soil deposits at aExpand
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CENTRIFUGE MODELLING OF ROCKING BEHAVIOUR OF BRIDGES ON SHALLOW FOUNDATIONS
The capacity, energy dissipation, and self centering characteristics of shallow foundations have potentially important effects on the performance of a soil-foundation-bridge deck system. As theExpand
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LIQUEFACTION-INDUCED LATERAL SPREADING OF MILDLY SLOPING GROUND. TECHNICAL NOTE
The behavior of two mildly sloping ground models subjected to earthquake loading and liquefaction was examined via dynamic centrifuge modeling. The first model consisted of a uniform layer ofExpand
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Contact Interface Model for Shallow Foundations Subjected to Combined Cyclic Loading
It has been recognized that the ductility demands on a superstructure might be reduced by allowing rocking behavior and mobilization of the ultimate capacity of shallow foundations during seismicExpand
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Strength Parameters for Bearing Capacity of Sand
The results of centrifuge tests for bearing capacity of circular footings are used to verify the bearing capacity predictions using Hansen's equations with interpretations by Meyerhof and De Beer.Expand
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