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原文传递 Centrifuge Modeling of Permeability and Pinning Reinforcement Effects on Pile Response to Lateral Spreading.

题名：	Centrifuge Modeling of Permeability and Pinning Reinforcement Effects on Pile Response to Lateral Spreading.
作者：	gonzalez-lagos, l. l. abdoun, t. dobry, r.
关键词：	centrifuge modeling, highway infrastructure, ground failure, liquefaction, soil permeability, reinforcing effects, pinning effects
摘要：	The vulnerability of highway bridges to earthquake-induced ground failures arising from liquefaction has been clearly demonstrated by the extensive damage observed in past earthquakes, particularly when a nonliquefied soil layer rides on top of the liquefied soil. Liquefaction induced lateral spreading may be reduced by the restraining forces provided by pile group foundations. This reduction in lateral displacement in fact reduces the loads and displacement demands that are imposed on the piles. The first part of this work presents experimental results and analyses of six centrifuge tests that were conducted at the 150 g-ton RPI centrifuge to investigate the effect of soil permeability in the response of single piles and pile groups to lateral spreading. In the models that simulate a liquefiable coarse sand layer (saturated with water), the piles bounced back after a couple of cycles of shaking; however in the models that simulate a liquefiable fine sand layer (saturated with viscous fluid), the piles never bounced back, reaching maximum displacements and bending moments as large as 6 times the ones measured in the models saturated with water. In the models with lower soil permeability (saturated with viscous fluid) the results and analyses indicate that negative excess pore pressures developed close to the foundations stiffened the soil, increasing the effective area subjected to the liquefied soil pressure, explaining hence the large bending moments. The second part of this work presents experimental results and analyses of four centrifuge tests that were conducted also at the RPI centrifuge to study the reinforcing or pinning effect the pile groups have on the lateral spreading. An analysis approach developed in this study proved to be very useful to understand the reinforcement effect pile groups have in liquefaction induced lateral spreading and to give a good estimation, at least in centrifuge modeling, of the expected pile group deformations. / NOTE: Technical rept. / Supplementary Notes: Prepared in cooperation with Rensselaer Polytechnic Inst., Troy, NY. Sponsored by Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY. and Federal Highway Administration, Washington, DC. / Availability Note: Available on CD-ROM and in color paper copy only. Order this product from NTIS by: phone at 1-800-553-NTIS (U.S. customers); (703)605-6000 (other countries); fax at (703)605-6900; and email at orders@ntis.gov. NTIS is located at 5285 Port Royal Road, Springfield, VA, 22161, USA.
总页数：	u0820；388p
报告类型：	科技报告