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Water inflow forecasting for tunnel considering nonlinear variation of permeability coefficient
  • ISSN号:1672-7029
  • 期刊名称:《铁道科学与工程学报》
  • 时间:0
  • 分类:TD[矿业工程]
  • 作者机构:[1]Department of Civil Engineering, College of Basic Education, National University of Defense Technology,Changsha 410072, China, [2]School of Civil Engineering, Central South University, Changsha 410075, China
  • 相关基金:Projects(51478477, 51508562, 51508563) supported by the National Natural Science Foundation of China
中文摘要:

To assess the water inflow which is more suitable to the actual conditions of tunnel, an empirical correlation about the permeability coefficient changing with depth is introduced. Supposing that the surrounding rock is heterogeneous isotropy, the formula for calculating water inflow of tunnel with the nonlinear variation of permeability coefficient is deduced. By the contrast analysis with the existing formulas, the presented method has the similar value to them; moreover, the presented method has more simple form and easy to use. Due to parameter analysis, the water inflow decreases after considering the nonlinear variation of permeability coefficient. When the attenuation coefficient a>0, the water inflow increases first till reaches the maximum at a certain depth, then decreases and is close to 0 finally if deep enough. Thus, it is better to keep away from the certain depth where it is with the maximum water inflow for safe operation and economical construction, and reduce the water damage. Based on the analysis, the radius of tunnel has less impact on the amount of water inflow, and the water inflow just increases by 6.7% when the radius of tunnel increases by 1 m.

英文摘要:

To assess the water inflow which is more suitable to the actual conditions of tunnel, an empirical correlation about the permeability coefficient changing with depth is introduced. Supposing that the surrounding rock is heterogeneous isotropy, the formula for calculating water inflow of tunnel with the nonlinear variation of permeability coefficient is deduced. By the contrast analysis with the existing formulas, the presented method has the similar value to them; moreover, the presented method has more simple form and easy to use. Due to parameter analysis, the water inflow decreases after considering the nonlinear variation of permeability coefficient. When the attenuation coefficient a > 0, the water inflow increases first till reaches the maximum at a certain depth, then decreases and is close to 0 finally if deep enough. Thus, it is better to keep away from the certain depth where it is with the maximum water inflow for safe operation and economical construction, and reduce the water damage. Based on the analysis, the radius of tunnel has less impact on the amount of water inflow, and the water inflow just increases by 6.7% when the radius of tunnel increases by 1 m.

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期刊信息
  • 《铁道科学与工程学报》
  • 北大核心期刊(2011版)
  • 主管单位:
  • 主办单位:中南大学 中国铁道学会
  • 主编:余志武
  • 地址:长沙市韶山南路22号
  • 邮编:410075
  • 邮箱:JRSE@mail.csu.edu.cn
  • 电话:0731-82655133
  • 国际标准刊号:ISSN:1672-7029
  • 国内统一刊号:ISSN:43-1423/U
  • 邮发代号:42-59
  • 获奖情况:
  • 国内外数据库收录:
  • 美国化学文摘(网络版),中国中国科技核心期刊,中国北大核心期刊(2011版),中国北大核心期刊(2014版)
  • 被引量:5570