期刊文献+

抗滑桩设计探索与初步实践 被引量:1

Superficial exploration and primary engineering practice for design of anti-sliding pile
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摘要 目前抗滑桩设计大多借助数值分析理论(比如有限元法等)和既有经验,尚没有人能对抗滑桩确切的工作原理给出一个令人满意的解释,抗滑桩失效现象时有发生。以多年的抗滑桩工程实践与理论研究为基础,结合地球重力理论,对抗滑桩的工作原理作出了一个比较切合实际的初步解释,给出了抗滑桩设计的基础公式和工程实例。 At present, people design the anti-sliding pile with the aid of numerical analysis theory,such as the finite element method and experience. The working mechanism of anti-sliding pile is not understanded as yet. The lose efficacy of anti-sliding pile occur now and then. Based on practice and theoretical research for anti-sliding pile all the year round, the working mechanism of anti-sliding pile has been brought to light by gravitational field theory. The basic formula for anti-sliding pile design and an example have been given.
出处 《中国矿山工程》 2008年第4期47-50,共4页 China Mine Engineering
基金 国家自然科学基金(79160173) 江南大学211建设重点项目基金(2004012)
关键词 矿山 滑坡治理 抗滑桩 工作原理 设计 计算方法 重力 mine prevention and cure of landslide anti-sliding pile working mechanism design calculation method gravitational field
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参考文献3

  • 1Loganathan N,,Poulos H G,Xu K J.Ground deformation and pile-group responses due to tunneling[].Proceedings of theⅢNational Conference of the Geo-Institute of ASCE.1999
  • 2Mrooueh H,Shahrour I.Three-dimensional finite element analy-sis of the interaction between tunnelling and pile foundation[].International Journal For Numerical and Analytical Methods In Geomechanics.2002
  • 3Sastry V V R N,Meyerhof G G.Behavior of flexible piles in layered sands under eccentric and inclined loads[].Canadian Geotechnical Journal.1994

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