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超声回弹综合法在隧道衬砌强度检测中的应用
引用本文:邓涛,杨林德,雷刚,夏才初. 超声回弹综合法在隧道衬砌强度检测中的应用[J]. 地下空间与工程学报, 2005, 1(5): 746-750
作者姓名:邓涛  杨林德  雷刚  夏才初
作者单位:[1]同济大学地下建筑与工程系,上海200092 [2]兰州大学资源环境学院,兰州730000
基金项目:交通部西部交通建设科技项目
摘    要:在分析了超声回弹综合法测试公路隧道衬砌强度的局限性后,文章提出了应按围岩等级划分隧道衬砌类别,对不同类别的衬砌分别进行强度推定的原则.并提出了应对衬砌声速进行应力修正、考虑龄期和养护环境等因素的新的超声回弹综合测强公式,按该公式推定的抗压强度与芯样试验结果吻合较好.

关 键 词:公路隧道  衬砌强度  超声回弹综合法
文章编号:1673-0836(2005)05-0746-05
修稿时间:2005-03-26

Application of Synthetic Method of Ultrasonic Rebound in Testing Strength of Concrete Lining of Tunnel
DENG Tao. Application of Synthetic Method of Ultrasonic Rebound in Testing Strength of Concrete Lining of Tunnel[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(5): 746-750
Authors:DENG Tao
Abstract:The limits of Synthetic method of ultrasonic rebound applied to the strength test of concrete lining of highway tunnel are analyzed,and a principle is put forward that the lining strength should be determined on the basis of the classification of surrounding rock.A new formula is derived after considering the stress in lining,the age and the maintaining condition of concrete.The result obtained from the new formula is in agreement well with the core-drilling test.
Keywords:highway tunnel  strength of lining  Synthetic method of ultrasonic rebound
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