期刊文献+

锚定板结构在淮江公路宝应临城段改线工程二里干渠桥中的应用 被引量:1

Adoption of anchor slab to Erli main channel-bridge in route changing project at Baoyin-Lincheng section of Huai-Jiang Highway
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摘要 分析锚定板结构的经济适用性及其作用机理 ,介绍锚定板结构的设计、施工方法及注意事项。
出处 《铁道建筑》 北大核心 2004年第9期46-49,共4页 Railway Engineering
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  • 1范文,白晓宇,俞茂宏.基于统一强度理论的地基极限承载力公式[J].岩土力学,2005,26(10):1617-1622. 被引量:28
  • 2卢肇钧,吴肖茗,张肇伸.原型锚定板抗拔力的试验与研究[C].中国土木工程学会第四届土力学与基础工程学术会议论文集,1983,164-175.
  • 3张续黄,吴肖茗.新型支挡-锚定板挡土结构的理论与实践[M].北京:中国铁道出版社,1996.
  • 4Braja M. Das, Roherto Moreno, Karim F. Dallo. Ultimate pullout ca- pacity of shallow vertical anchors in day [ J ]. Soils and Founda- tions, 1985,25(2) :148 - 152.
  • 5R. S. Merifield, A. V. Lyamin, S. W. Sloan. Three-dimensional lo- wer-bound solutions for the stability of plate anchors in sand [J]. Geotechnique,2006,56(2) :123 - 132.
  • 6Adel Hanna, Farhana Rahman, Tahar Ayadat. Passive earth pres- sure on embedded vertical plate anchors in sand [ J ]. Acta Geoteehniea,2011,6:21 - 29.
  • 7Miyata, Y. , Bathurst, R. J. , Konami, T. Evaluation of two anchor plate capacity models for MAW systems [ J ]. Soils and Founda- tions,2011,51 (5) :885 - 895.
  • 8Rangari Sunil M. , Choudhury Deepankar, Dewaikar D. M. Effects of pullout direction and anchor inclination on computation of pseudo-static uplift capacity for strip anchors in sand [ J]. Disas- ter Advances,2012,5(4) :9 - 16.
  • 9D. J. White, C. Y. Cheuk, M. D. Bolton. The uplift resistance of pipes and plate anchors buffed in sand [ J ]. Geotechinique,2008, 58(10) :771 -779.
  • 10Hamed Niroumand, Khairnl Anuar Kassim. Uplift response of square anchor plates in dense sand [ J ]. International Journal of the Physical Sciences,2011,6 ( 16 ) :3939 - 3943.

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