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隧道建设(中英文) ›› 2014, Vol. 34 ›› Issue (9): 873-879.DOI: 10.3973/j.issn.1672-741X.2014.09.009

• 研究与探索 • 上一篇    下一篇

飞机动荷载作用下暗挖隧道围岩压力特性现场试验研究

晁凯1, 谭忠盛2   

  1. (1.中航勘察设计研究院有限公司, 北京 100098; 2. 北京交通大学土木建筑工程学院, 北京 100044)
  • 收稿日期:2014-04-09 修回日期:2014-06-11 出版日期:2014-09-20 发布日期:2014-09-22
  • 作者简介:晁凯(1987—),男,河北秦皇岛人,2013年毕业于北京交通大学,岩土工程专业,硕士,助理工程师,主要从事隧道及地下工程研究工作。

Field Experimental Study on Characteristics of Surrounding Rock Pressure of Mined Tunnel under Aircraft Dynamic Load

CHAO Kai1, TAN Zhongsheng2   

  1. (1. AVIC Geotechnical Engineering Institute Co., Ltd., Beijing 100098, China; 2. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China)
  • Received:2014-04-09 Revised:2014-06-11 Online:2014-09-20 Published:2014-09-22

摘要:

目前虽然国内外地下工程已有许多隧道工程穿越公路、铁路、既有建(构)筑物等相关施工经验和教训,但穿越机场在路网规划中尚不多见,因此依托下穿机场跑道暗挖隧道工程,针对飞机动荷载作用下的围岩压力展开研究。首先根据地质条件和工程支护特点,给出监测方案;然后根据理论知识计算土压力;最后,对动、静荷载作用下暗挖隧道围岩压力的现场试验进行对比分析。研究结果表明: 动、静荷载作用下试验断面的围岩压力均在允许值范围内,动载作用下断面围岩压力整体增大45%~88%。从分布形态看,动、静荷载作用下围岩压力分布都不均匀,相对而言动荷载作用下围岩压力分布更为不均,但二者均表现出:隧道拱顶、底部处围岩压力较大,拱腰处相对较小。

关键词: 飞机动荷载, 暗挖隧道, 围岩压力, 现场试验

Abstract:

There is much experience and lessons related to tunnels crossing underneath existing highways, railway, buildings and structures at home and abroad, however, there are rare tunnels crossing underneath existing airports. In the paper, the characteristics of the surrounding rock pressure of a mined tunnel crossing underneath the runway of Beijing Airport are studied. First of all, a monitoring plan is proposed on basis of the geological conditions and the support features of the tunnel; then, the earth pressure is calculated on basis of the theoretical knowledge; at last, field tests are made on the surrounding rock pressure of the mined tunnel under dynamic load and static load respectively and the tests results are compared and analyzed. The study results show that the surrounding rock pressure at the test crosssections under both dynamic load and static load are within the allowed range, the surrounding rock pressure under the dynamic load increases by 45% to 88%; from the viewpoint of distribution pattern, neither the distribution of the surrounding rock pressure under dynamic load nor the distribution of the surrounding rock pressure under static load is uniform, and relatively speaking, the former is more uneven, however, they both exhibit the following characteristics: the surrounding rock pressures at the tunnel crown and at the tunnel invert are larger, while the surrounding rock pressure at the arch waist is smaller. 

Key words: aircraft dynamic loading, mined tunnel, surrounding rock pressure, field test

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