中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2006, Vol. 25 ›› Issue (4): 30-34.

Previous Articles     Next Articles

Study of unstable rock in Hongyan mountain in Sirnianshan scenic spot

HU Ming1,CHEN Hong-kai1,2,YI Peng-ying1   

  1. 1.Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China;2.Key Lab forthe Exploitation of Southwestern Resources& the Environmental Disaster Control Engineering of Education,Chongqing University,Chongqing 400044,China
  • Received:2005-06-17 Revised:2005-06-27 Online:2006-08-15 Published:2015-05-18

江津四面山风景旅游区红岩山危岩初步研究

胡明1,陈洪凯1,2,易朋莹1   

  1. 1.重庆交通学院岩土工程研究所,重庆 400074;2.重庆大学西南资源开发及 环境灾害控制工程教育部重点实验室,重庆 4O0044
  • 作者简介:胡明(1981—),男,安徽当涂人,硕士生.主要从事危岩研究.
  • 基金资助:
    交通部重点科技基金项目(95060233)及交通部人才基金项目(95050508)资助

Abstract: In order to see into stability of unstable rock of HongYan mountain.the calculation model for unstable falling rock has been proposed,which based on limit equilibrium theoty and rock nlass structure theory.To some representative unstable rocks.calculated results showed obvious trend of fllrther collapse,which make it very urgent to deal with this potential lmzard.Some synthetic disposing methodes are recommended for controlling unstable rock disasters.Based on falling rock impact force andjumping over hei sht calculations,strength ofthe SNS and dams for rock hold-up engineering alrlount were computed.

Key words: collapse and rockfall, canculation of stability, droping route, disposing principle

摘要: 对江津四面山红岩山危岩进行稳定性验算,计算结果表明红岩山危岩存在进一步发生崩塌的可能性.危岩治 理十分必要.对此,提出了该地区危岩灾害防治措施,建议综合采用主被动联合方法进行危岩防治工作.用运动学 方法进行落石冲击力检算、腾越计算及弹跳计算,以此结果再结合观测落石的运动轨迹和弹跳高度,以确定拦截防 治工程结构物的设计尺寸和材料强度参数.

关键词: 崩塌落石, 稳定性计算, 落石运动轨迹, 治理原则

CLC Number: