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大相岭隧道高压突水机理与预测分析

魏成武 杨期祥 覃礼貌 廖昕 巫锡勇

铁道科学与工程学报Issue(5):1164-1171,8.
铁道科学与工程学报Issue(5):1164-1171,8.

大相岭隧道高压突水机理与预测分析

Analysis on the mechanis m and prediction of water -inrush under high -pressure in Daxiangling Tunnel

魏成武 1杨期祥 2覃礼貌 2廖昕 2巫锡勇2

作者信息

  • 1. 中铁西北科学研究院有限公司,四川 成都 610031
  • 2. 西南交通大学 地质工程系,四川 成都 610031
  • 折叠

摘要

Abstract

The potential critical positions of water inrush in the deep,long and high pressure tunnel are mainly located on the fault areas or the influenced zone.So the prediction for the high -pressure water inrush on the fault has become a key technology problem for tunnels and other underground constructions.Based on the analy-sis of underground storing space,water passage,water discharge,water head distribution and hydraulic gradi-ent,we evaluated the water -inrush risk on each fault area.Considering the main influence factors of water -in-rush,it is divided into three models:a)direct inrush model,b)erosion inrush model and c)rupture inrush model.The essential conditions and water -inrush possibility for each model on the fault area were discussed. Moreover,the water -inrush risk was forecasted comprehensively under the high -pressure.

关键词

高压/涌水量/断层/渗透性/突水预测

Key words

high -pressure/water passage/fault/penetrability/water -inrush prediction

分类

建筑与水利

引用本文复制引用

魏成武,杨期祥,覃礼貌,廖昕,巫锡勇..大相岭隧道高压突水机理与预测分析[J].铁道科学与工程学报,2015,(5):1164-1171,8.

基金项目

国家自然基金科学基金资助项目 ()

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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