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复合衬砌量化修正渗透系数隧道涌水量的计算方法
引用本文:丁小平,刘昭,史宝童,黄嫚.复合衬砌量化修正渗透系数隧道涌水量的计算方法[J].华侨大学学报(自然科学版),2015,0(4):461-466.
作者姓名:丁小平  刘昭  史宝童  黄嫚
作者单位:1. 宁夏公路建设管理局, 宁夏 银川 750000;2. 中交第一公路勘察设计研究院有限公司, 陕西 西安 710075
摘    要:为了使用轴对称解计算设置防水板和排导系统的复合式衬砌的隧道涌水量,假定隧道二次衬砌均匀渗水,从隧道涌水量不变的角度,通过反演分析得到复合衬砌的一个量化修正渗透系数K*l.通过六盘山特长隧道实际工程验证了这种方法的可行性及准确性,为复合衬砌涌水量计算提供了有利条件.

关 键 词:隧道  复合衬砌  渗透系数  涌水量  计算方法

Calculation on the Calculation Method of Tunnel Water Inflow Based on Quantitative Correction Coefficient of Permeability Composite Lining
DING Xiao-ping,LIU Zhao,SHI Bao-tong,HUANG Man.Calculation on the Calculation Method of Tunnel Water Inflow Based on Quantitative Correction Coefficient of Permeability Composite Lining[J].Journal of Huaqiao University(Natural Science),2015,0(4):461-466.
Authors:DING Xiao-ping  LIU Zhao  SHI Bao-tong  HUANG Man
Institution:1. Ningxia Highway Construction Authority, Yinchuan 750002, China; 2. CCCC First Highway Consultants Company Limited, Xi’an 710075, China
Abstract:Assuming that the two uniform seepage tunnel lining and constant water inflow, the water inflow was calculated in the tunnel with composite lining waterproofing sheet and drainage system by the water inflow axisymmetric solution. Through the back analysis, a quantitative correction coefficient of permeability of composite lining K* is obtained, the feasibility and accuracy of this method is verified by the actual project Liu-pan mountain long tunnel, providing favorable conditions for the composite lining inflow calculation.
Keywords:composite lining  tunnel  coefficient of permeability  water inflow  calculation method
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