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北——宝220kV线路129#塔塔基破坏原因分析与鉴定 被引量:1

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摘要 北—宝 2 2 0kV线路 1 2 9# 塔塔基先后 2次建成 ,2次毁坏 ,第 3次复建前受业主委托对原塔塔基破坏情况进行了调查、分析和计算工作 ,查明了塔基的破坏原因及塔基基础 (钻孔灌注桩 )的破坏程度 ,为下一步工程复建设计提供了可靠依据。
出处 《水利水电工程设计》 2000年第3期23-24,共2页 Design of Water Resources & Hydroelectric Engineering
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  • 1姜和平,刘兆瑞.冻土地区±500kV直流输电线路地基与基础设计[J].内蒙古电力技术,2006,24(4):1-4. 被引量:19
  • 2Wyman,Gregory E.Building Transmission in Subarctic Alaska[J]. Transmission & Distribution World . 2010 (3)
  • 3A. L. Lyazgin,V. S. Lyashenko,S. V. Ostroborodov,V. G. Ol’shanskii,R. M. Bayasan,K. P. Shevtsov,G. P. Pustovoit.Experience in the Prevention of Frost Heave of Pile Foundations of Transmission Towers under Northern Conditions[J]. Power Technology and Engineering . 2004 (2)
  • 4WEAVER J S,MORGENSTERN N R.Simple shear creep tests on frozen soils. Canadian Geotechnical Journal . 1981
  • 5PENNER E,GOLD L W.Transfer of heaving forces by adfreezing to columns and foundation walls in frostsusceptible soils. Canadian Geotechnical Journal . 1971
  • 6CHOI Chang-ho,KO Sung-gyu.A study for predicting adfreeze bond strength from shear strength of frozen soil. Journal of the Korean Geotechnical Society . 2011
  • 7KO Sung-gyu,CHOI Chang-ho.Experimental study on adfreeze bond strength between frozen sand and aluminium with varying freezing temperature and vertical confining pressure. Journal of the Korean Geotechnical Society . 2011
  • 8SADOVSIKIY A V.Adfreeze between ground and foundation materials. Proceedings of 2th International Permafrost Conference . 1973
  • 9LADANYI B,FORIERO A.Evolution of frost heaving stresses actinzg on a pile. Proceedings of 7th International Permafrost Conference . 1998
  • 10LADANYI B,THERIAULT A.A study of some factors affecting the adfreeze bond if piles in permafrost. Proceedings of Geotechnical Engineering Congress . 1990

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