| The Monitoring Measurements and Country Rock Control of NATM in Tunnel of Express Road during Construction |
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| 引用本文： | Liu Li Tang Janxin. The Monitoring Measurements and Country Rock Control of NATM in Tunnel of Express Road during Construction[J]. 保鲜与加工, 1995, 0(5): 113-119 |
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| 作者姓名： | Liu Li Tang Janxin |
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| 作者单位： | Liu Li Tang Janxin |
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| 摘 要： | In this paper the author' s study on the monitoring measurement technique of NATM,the regularity and conditions of the country rock deformation are analysed based on the site measurement data in the west section of Zhongliangshan tunnel. The regression analysis of measure data for different measure lines of vavious country rock is done by the use of self-compiled CRAP program. The stability criterion for various rockmass and optimum time for primary and permanent support are provided. The conclusion available could conduct the theoretical research of NATM deeply as well as tunnel design and construction.
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| 关 键 词： | NATM convergent rate stability criterion for rockmass optimum time for permanent support |
The Monitoring Measurements and Country Rock Control of NATM in Tunnel of Express Road during Construction |
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| Liu Li Tang Janxin. The Monitoring Measurements and Country Rock Control of NATM in Tunnel of Express Road during Construction[J]. Storage & Process, 1995, 0(5): 113-119 |
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| Authors: | Liu Li Tang Janxin |
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| Affiliation: | Liu Li Tang Janxin |
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| Abstract: | In this paper the author' s study on the monitoring measurement technique of NATM,the regularity and conditions of the country rock deformation are analysed based on the site measurement data in the west section of Zhongliangshan tunnel. The regression analysis of measure data for different measure lines of vavious country rock is done by the use of self-compiled CRAP program. The stability criterion for various rockmass and optimum time for primary and permanent support are provided. The conclusion available could conduct the theoretical research of NATM deeply as well as tunnel design and construction. |
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| Keywords: | NATM convergent rate stability criterion for rockmass optimum time for permanent support |
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