节理岩体中地下洞室超挖计算

田景元; 郝小员

节理岩体中地下洞室超挖计算

河海大学土木工程学院,南京210098

详细信息

作者简介:
田景元(1972-),男,博士研究生,主要从事岩土动力学研究.Email:tjy77@sina.com

中图分类号: TV554
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- 被引次数: 0
出版历程
- 收稿日期: 2001-03-29
- 修回日期: 2002-03-26
- 刊出日期: 2002-04-22

CALCULATION OF OVERBROKEN VOLUME FOR UNDERGROUND OPENING IN JOINTED ROCKMASS

Civil Engineering Faculty of Hohai University, Nanjing 210098

摘要

摘要: 讨论了超挖的定义以及不稳定块体体积与超挖的关系 ,总结了计算块体位置和体积的方法可分为随机、确定性和半概率方法三类 ,为今后超挖方面的研究提出了指导方向。重点分析并给出了被三个节理面切割的岩块以及隐含危险岩块的位置计算的确定性方法 ,提出了岩块体积计算简易的近似算法。超挖计算对洞室安全、高效地现场施工具有重要指导意义.
- 超挖 /
- 块体 /
- 位置 /
- 体积 /
- 确定性
Abstract: The definition of overbreak and Relation between unstable block's volume and overbroken volume are discussed, and the methods to calculate block's position and volume are summed up to 3 kind: stochastic, determinate and half-stochastic, and instruction is put forward for further study on overbreak. The determinate calculation about position of the block incised by 3 joints, especially the hidden dangerous block are discussed and settled, and a simple method to calculate the block's volume approximatively is advanced. The overbreak calculation is instructionally significative in safe and efficient underground opening construction.
- Overbreak /
- Block /
- Position /
- Volume /
- Determinate

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参考文献(1)

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