摘要
不良地质段隧道围岩变形大、变化快、事故具有突发性的特点,积极采取现场围岩变形量测,及时了解变形量、变形时间及变化规律是非常有益的。这样,施工开挖与支护衬砌就有了较充分的科学依据,可以减少施工中人为主观因素的影响。
The surrounding rock of the tunnel section with poor geological condition is featured by large deformation,sudden change and abrupt accident.Therefore,it is beneficial to adopt on-site surrounding rock deformation measurement to understand the deformation amount,deformation time and change law.In this way,the construction excavation and support measures have a sufficient scientific basis,which can reduce the influence of human subjective factors during construction.
作者
张争
刘永智
范新宇
石广斌
ZHANG Zheng;LIU Yongzhi;FAN Xinyu;SHI Guangbin(PowerChina Northwest Engineering Corporation Limited, Xi'an 710065,China;College of Civil Engineering Xi'an University of Architecture and Technology,Xi'an 710055,China)
出处
《西北水电》
2020年第5期61-63,共3页
Northwest Hydropower
关键词
变形段
收敛监测
回归分析
deformation section
convergence monitoring
regression analysis