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输电线路斜坡地形原状土基础抗拔计算理论研究

Theoretical Study of Calculation of Undisturbed Foundation Uplift Resistance in Sloped Terrain

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【作者】 鲁先龙程永锋乾增珍

【Author】 LU Xian-long1,CHENG Yong-feng1,QIAN Zeng-zhen2(1.China Electric Power Research Institute,Beijing 100055,China;2.China University of Geosciences,Beijing 100083,China)

【机构】 中国电力科学研究院中国地质大学

【摘要】 斜坡地形原状土基础抗拔稳定计算是输电线路工程设计面临的一个重要研究课题。根据杆塔基础所处的位置不同,山区斜坡地形输电线路基础分为斜坡基础和临坡基础2类。基于平地条件原状土基础抗拔承载力理论,推导出斜坡基础有效抗拔深度及抗拔承载力的计算方法,提出临坡基础抗拔土体破坏模式及其判定准则。研究成果为输电线路斜坡地形原状土基础抗拔承载力计算提供了一种理论方法。

【Abstract】 Calculation of undisturbed foundation uplift resistance in sloped terrain is an important research topic for transmission line engineering design.Depending on different locations,line foundations in sloped mountain areas can be divided into 2 categories,sloped foundations and slope-side foundations.Based on load bearing capability theory of undisturbed foundation in flat ground,computation methods of depth and load bearing capability for uplift resistant for sloped foundations are derived.Break modes of slope side foundation uplift resistance soil and its determinant criferia are also proposed.It provides theoretical means for calculation of uplift resistant capability of undisturbed foundation in sloped terrains.

【基金】 国家电网公司科技项目(SGKJ[2004]400)
  • 【文献出处】 电力建设 ,Electric Power Construction , 编辑部邮箱 ,2009年02期
  • 【分类号】TM75
  • 【被引频次】10
  • 【下载频次】280
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