土工基础 ›› 2022, Vol. 36 ›› Issue (5): 778-781.

• 测试技术 • 上一篇    下一篇

错落体深部水平位移自动化监测设计

崔容镇   

  1. (湖北交投十巫高速公路有限公司,湖北十堰 442000)
  • 收稿日期:2021-03-19 修回日期:2021-03-24 出版日期:2022-10-30 发布日期:2022-10-27
  • 作者简介:崔容镇(1994-),男,助理工程师,研究方向为岩土工程。

Design of Automatic Monitoring for Deep Horizontal Displacement in the Rock Mass Intrusions

CUI Rongzhen   

  1. (Hubei Jiaotou Shiwu Expressway Co. Ltd., Shiyan 442000)
  • Received:2021-03-19 Revised:2021-03-24 Online:2022-10-30 Published:2022-10-27

摘要: 当隧道穿越错落体时,隧道边仰坡开挖卸载或掘进施工可能会打破其原有平衡状态,稳定性往往会随之降低,容易诱发错落体滑移或蠕动,危及工程施工及运营安全。通过对错落体进行深部水平位移监测,可有效掌握错落体变形规律,指导工程施工,防止因错落体滑移或蠕动造成施工安全及质量事故。针对某错落体地质条件和现场工程情况,分析了错落体深部水平位移自动化监测的布置方法及相关原则,可为类似穿越错落体的工程施工和监测提供借鉴。


关键词: 错落体, 深部水平位移, 自动化监测

Abstract: When the tunnel passes through a rock mass intrusion zone, the tunnel excavation or unloading at the slope side may break its original equilibrium state, and the stability safety will often be reduced. The reduction in the stability might induce the slip or creep in the rock mass intrusion zone that triggering the safety of construction project and operation. By monitoring the deep horizontal displacement in the rock mass intrusion zone can effectively provide a safe excavation construction.  This paper presents the geological conditions and field engineering conditions of the rock mass intrusion zone, the layout method and related principles of automatic monitoring of horizontal displacement in the rock mass.

Key words: Rock Mass Intrusions, Deep Horizontal Displacement, Automatic Monitoring

中图分类号: