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浅埋暗挖地铁施工地层沉降监测与控制 被引量:15

Ground Settlement Monitoring and Control in Metro Construction by Underground Cutting with Shallow Overburden
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摘要 地层沉降属多因一果 ,以广州地铁二号线公园前站—海珠广场站浅埋暗挖地铁区间地层沉降监测为实例 ,归纳分析了地层沉降的主要原因 ,提出了及时加强初期支护 (包括超前支护 )和应用注浆等辅助施工措施控制地层沉降的结论 。 Ground settlement is motivated by variable factors. This article describes the actual conditions of the ground settlement monitoring in the running tunnels of Gongyuanqian Station-Haizhu Square Station of Guangzhou Metro Line 2, which was constructed by underground cutting method with shallow overburden; analyzes the primary causes of ground settlement; summaries the accessorial technical measures, e.g. timely strengthening the initial support and variable grouting during tunneling, taken to control the ground settlement. It is useful for theoretical research and application preference.
出处 《西部探矿工程》 CAS 2003年第4期91-93,共3页 West-China Exploration Engineering
关键词 地铁施工 地层沉降 浅埋暗挖 超前支护 初期支护 注浆 underground cutting with shallow overburden settlement monitoring time effect initial (beforehand) support grouting method
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参考文献3

  • 1钟桂彤.铁路隧道[M].北京:中国铁道出版社,1996..
  • 2翁汉民.地下工程量测与试验[M].成都:西南交通大学出版社,1989..
  • 3干昆蓉,干晓蓉.浅埋地铁暗挖法施工地表沉降预测及控制基准研究[C].1999.

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