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变形隧洞围岩收敛监测及回归分析 被引量:5

Convergence Monitoring and Regression Analysis for Deformed Tunnel
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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
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