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节理边坡的稳定性评价 被引量:9

APPRAISEMENT OF STABILITY OF A JOINTED SLOPE
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摘要 本文在评价用传统方法即赤平极射投影和实体比例投影方法分析节理边坡稳定性的基础上,结合具体工程实例引进了优势结构面的确定、岩体破坏模式的运动学判释、可移动块体的几何判定和关键块体的确定等方法, 使传统方法得到拓宽和完善,从而具有更好的适用性和可操作性。 On the basis of appraising a traditional method, the method of the stereographic projection and proportionally stereographic projection of a solid volume, this paper has introduced such methods as determination of dominant discontinuities, kinematic tests for rock-mass failure modes, geometrical judgment of a removable block, and determination of a key block, extending , perfecting the traditional method, and thus making it has better suitability or availability and practicality.
作者 郭映忠
出处 《地球与环境》 CAS CSCD 北大核心 2005年第B10期1-6,共6页 Earth and Environment
关键词 赤平极射投影 实体比例投影 优势结构面 运动学判释 可移动块体 关键块体 节理边坡 Stereographic projectiom Proportionally stereographic projection of.a solid volume Dominant discontinuity Kinematic judgment Removable block Key block
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参考文献2

  • 1Goodman R E. Applications of rock mechanics to rock slope engineeging,Introduction to rock mechanics (second edition)[M]. New York:John Wiley, 1989:293-340.
  • 2Goodman R E and Gen-hua Shi. The removability of blocks, Block theory and its application to rock engineering[M]. New Jersey: Prentice-Hall Inc, 1985: 98- 111.

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