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无线网络大配套投资估算研究
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作者 徐志刚 《华东科技(综合)》 2019年第8期8-8,共1页
本文从现阶段无线网络配套规划中的问题入手,深入分析大配套投资估算流程与估算模型,探索当前的投资估算原则,明确投资单价的取定,以供相关人员参考。
关键词 无线网络 大配套 投资估算
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无线网络大配套投资估算研究
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作者 崔波 彭湘衡 +1 位作者 杨一帆 吴祖辉 《广东通信技术》 2015年第10期22-25,共4页
阐述了无线网络大配套投资的估算流程、估算模型,以及估算模型中配套投资单价和规模的确定方法,对运营商后续配套建设工作以及铁塔公司的配套建设工作,具有一定的参考意义。
关键词 大配套 配套投资估算
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Failure mechanism and supporting measures for large deformation of Tertiary deep soft rock 被引量:5
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作者 Guo Zhibiao Wang Jiong Zhang Yuelin 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第1期121-126,共6页
The Shenbei mining area in China contains typical soft rock from the Tertiary Period. As mining depths increase, deep soft rock roadways are damaged by large deformations and constantly need to be repaired to meet saf... The Shenbei mining area in China contains typical soft rock from the Tertiary Period. As mining depths increase, deep soft rock roadways are damaged by large deformations and constantly need to be repaired to meet safety requirements, which is a great security risk. In this study, the characteristics of deformation and failure of typical roadway were analyzed, and the fundamental reason for the roadway deformation was that traditional support methods and materials cannot control the large deformation of deep soft rock. Deep soft rock support technology was developed based on constant resistance energy absorption using constant resistance large deformation bolts. The correlative deformation mechanisms of surrounding rock and bolt were analyzed to understand the principle of constant resistance energy absorption. The new technology works well on-site and provides a new method for the excavation of roadwavs in Tertiary deed soft rock. 展开更多
关键词 Tertiary deep soft rockFailure mechanism of large deformationConstant resistance and large deformationboltCountermeasures of constant resistancecontrol
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