Mechanics of Lateral Spreading Observed in a Full-Scale Shake Test
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 2
Abstract
This paper examines in detail the mechanics of lateral spreading observed in a full-scale test of a sloping saturated fine sand deposit, representative of liquefiable, young alluvial and hydraulic fill sands in the field. The test was conducted using a 6-m tall inclined laminar box shaken at the base. At the end of shaking, nearly the whole deposit was liquefied, and the ground surface displacement had reached 32 cm. The presented analysis of lateral spreading mechanics utilizes a unique set of lateral displacement results, , from three independent techniques. One of these techniques—motion tracking analysis of the experiment video recording—is especially useful as it produced time histories for all laminar box rings and a complete picture of the lateral spreading initiation with an unprecedented degree of resolution in time and space. A systematic study of the data identifies the progressive stages of initiation and accumulation of lateral spreading, lateral spread contribution of various depth ranges and sliding zones, their relation to the simultaneous pore pressure buildup, and the soil shear strength response during sliding.
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Acknowledgments
This material is based upon work supported by the National Science Foundation under NEESR-SG Grant No. UNSPECIFIED0529995. This support is gratefully acknowledged. The writers wish to thank Thomas Albrechcinski, Mark Pitman, Jason Hanley, and Nurhan Ecemis of the UB-NEES site; and Hassan Radwan, Inthuorn Sasanakul, and Marcelo Gonzalez of the RPI-NEES site for their creative and valuable contributions toward this research.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137 • Issue 2 • February 2011
Pages: 115 - 129
Copyright
© 2011 ASCE.
History
Received: Oct 14, 2008
Accepted: Jun 17, 2010
Published online: Jul 1, 2010
Published in print: Feb 2011
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