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锚杆支护的数值模拟方法 被引量:2

Numerical Simulation Method for Rockbolting
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摘要 锚杆支护基岩土工程中常用的一种支护形式,对锚杆支护机理的研究,不同作者曾采用过多种方法。本文提出了以锚杆拉拔试验确定锚杆轴力及粘着力的理论方法,并结合边界元法对锚杆支护的的机理进行数值模拟。文中给出的算例表明,本文提出的方法计算机实施简单,结果与实际符合较好。 Rauthors have investigated the mechanism of rockbolting using various methods.A theoretical consideration is developed for determining the axial and coherentforces for rockbolts, based on the rockbolt's pulling experiments. Numericalsimulation of the rockbolting mechanism has been conducted by using thetheoretical results combined with the boundary element method. The exampleincluded shows that the proposed method is simple in computer implementationand that the results are well coineided with those in practice.
出处 《东北工学院学报》 CSCD 1989年第1期1-7,共7页
关键词 锚杆 支护 数值模拟 边界元法 rockbolt numerical simulation boundary element method
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同被引文献17

  • 1冯光明,冯俊伟,谢文兵,才庆祥.锚杆初锚力锚固效应的数值模拟分析[J].煤炭工程,2005,37(7):46-47. 被引量:11
  • 2朱浮声,郑雨天.全长粘结式锚杆的加固作用分析[J].岩石力学与工程学报,1996,15(4):333-337. 被引量:61
  • 3王如秋.高应力软岩巷道破坏机理及其支护理论研究[J].山西建筑,2007,33(26):142-143. 被引量:1
  • 4刘波,[美]韩彦辉.FLAC原理、实例与应用指南[M].北京:人民交通出版社,2004.
  • 5郝史化,叶玉明等.ANSYS土木工程应用实例[M],北京:水利水电出版社,2005.
  • 6Ferrero AM. The shear strength of reinforced rock joints [J]. Int ] Rock Mech Min Sci Geomech Abst 1995,32:595-605.
  • 7Pellet F,Egger P. Analytical model for the mechan- ical behavior of bolted rock joints. subjected to shearing [J]. Rock Mech Rock Eng, 1996,29: 73-97.
  • 8Aydan 0,Koya T'Ichikawa Yet al. Three-dimensional simulation of an advancing tunnel supported with fore poles,shotcrete,steel fibs and rock bolts[J]. Numerical Methods inGeomechanics,Swoboda(ed.),Innshruck,Balkema. 1988:1481-1486.
  • 9Pellet F, Egger P. Analytical model for the mechani- cal behaviour of bolted rock joints subjected to shear- ing[J].Rock Mech Rock Eng, 1996,29:73-97.
  • 10Bouteldja M. Design of cable bolts using numerical modeling[D].Canada:McGill University, 2002.

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