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隧道建设(中英文) ›› 2012, Vol. 32 ›› Issue (6): 832-837.DOI: 10.3973/j.issn.1672-741X.2012.06.015

• 研究与探索 • 上一篇    下一篇

电力盾构隧道端头加固范围计算及始发模拟

裴书锋1,李倩倩2,郭朝3,黄明利3   

  1. (1.河南省交通科学技术研究院有限公司,郑州 450006;2.西安理工大学岩土所,西安 710048; 3.北京交通大学土建学院,北京 100044)
  • 收稿日期:2012-09-18 修回日期:2012-10-09 出版日期:2012-12-20 发布日期:2012-12-28
  • 作者简介:裴书锋(1986—),男,河南延津人,2012年毕业于北京交通大学建筑与土木工程专业,硕士,助理工程师,主要从事隧道与地下工程检测与科研工作。

Calculation of Reinforcement Scope of End Soil and Simulation of Shield  Launching: Case Study on a Shieldbored Power Tunnel

PEI Shufeng1, LI Qianqian2, GUO Chao3, HUANG Mingli3   

  1. (1. Henan Transportation Research Institute Co., Ltd., Zhengzhou 450006, China;  2. Geotechnical Engineering Research Institute of Xi’an University of Technology, Xi’an 710048, China;  3. Civil Engineering School of Beijing Jiaotong University, Beijing 100044, China)
  • Received:2012-09-18 Revised:2012-10-09 Online:2012-12-20 Published:2012-12-28

摘要: 为了保证顺于路电力隧道盾构始发和到达的安全,采用弹性薄板均匀荷载模型、理想整体滑移失稳模型及土体扰动平衡理论对顺于路电力隧道端头加固范围进行了理论计算,始发端设计纵向加固长度小于理论值。为了验算设计加固范围下的安全性进行了始发模拟,考虑打开洞门、盾构到达加固体端部以及盾尾离开加固区3个工况,各项安全指标均在允许范围内,始发安全,设计范围合适。

关键词: 电力隧道, 小直径盾构, 端头加固范围, 理论模型, 始发模拟

Abstract: Theoretical calculation is made on the reinforcement scope of the end soil of Shunyulu power tunnel by means of elastic plate uniform load model, idealized sliding instability model and soil disturbance balancing theory. The calculation results show that the longitudinal reinforcement length of the launching section specified in the design is smaller than the theoretical value. Therefore, simulation is made on shield launching so as to verify the safety under the condition of the designed reinforcement scope. The simulation results show that the safety index is within the permission scope, the launching is safe and the design is proper.

Key words: power tunnel, smalldiameter shield machine, end soil reinforcement, theoretical model, launching simulation