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桥梁桩基础抗震性能试验研究综述 被引量:4

Review of Experimental Research on Seismic Performance of Bridge Pile Foundations
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摘要 对近几十年来国内外有关桩基弹塑性变形性能、土体对桩基的水平抗力特性以及同时考虑桩土及其相互作用时桩基抗震性能的试验研究现状做一梳理,以阐明国内外桥梁桩基抗震能力研究中已取得的成果,并对今后桥梁桩基抗震性能的试验研究重点提出几点建议。 This paper summarily describes the present status of experimental research on inelastic behavior of pile foundation and the horizontal soil resistance characteristics.Tests with the presence of both pile and soil so as to take account of the pile-soil interaction effects on pile foundation seismic performance are also summarized.The results of pile foundation seismic performance are reviewed,and the important problems in future research are proposed.
出处 《结构工程师》 2010年第5期157-163,共7页 Structural Engineers
基金 国家自然科学基金项目"大型桥梁高桩承台基础的地震损伤机理研究" 项目号50878147
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  • 1王腾,董胜,冯秀丽.土参数对桩基水平响应影响的研究[J].岩土力学,2004,25(z1):71-74. 被引量:14
  • 2郭子雄,杨勇.恢复力模型研究现状及存在问题[J].世界地震工程,2004,20(4):47-51. 被引量:59
  • 3田平,王惠初.粘土中横向荷载桩的P-Y曲线法评述[J].河海大学学报(自然科学版),1994,22(2):72-76. 被引量:3
  • 4AMERICAN PETROLEUM INSTITUTE. Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms[S]. [S. l.]: American Petroleum Institute, 1993. 被引量:1
  • 5ISMAEL N F. Behavior of laterally loaded bored piles in cemented sands[J]. Geoteehnieal Engineering, ASCE, 1990, 116(11): 1678-1699. 被引量:1
  • 6REESE L C, VAN IMPE W F. Single piles and pile group under lateral loading[M]. Rotterdam: Balkema A A, 2001. 被引量:1
  • 7TING J M. Full scale cyclic dynamic lateral pile response[J]. Geoteehnieal Engineering, ASCE, 1987, 113(1): 30-45. 被引量:1
  • 8BROWN D A, MORRISON C, REESE L C. Lateral load behavior of pile group in sand[J]. Geoteehnical Engineering, ASCE, 1988, 114(11): 1261 - 1276. 被引量:1
  • 9DUNNAVANT T W, O'NEILL M W. Experimental p-y model for submerged stiff clay[J]. Geotechnical Engineering, ASCE, 1989, 115(1): 95- 114. 被引量:1
  • 10OCHOA M, O'NEILL M. Lateral pile interaction factors in submerged sand[J]. Geoteehnical Engineering, ASCE, 1989, 115(3): 359-378. 被引量:1

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