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收稿日期: 2009-06-08
修回日期: 2009-07-23
网络出版日期: 2010-04-20
Waterproofing and Drainage Construction Technology in No. 1 Dayaoshan
Tunnel on WuhanGuangzhou Passengerdedicated Railway
Received date: 2009-06-08
Revised date: 2009-07-23
Online published: 2010-04-20
陈建芹 . 武广客运专线大瑶山一号隧道防排水施工技术[J]. 隧道建设, 2009 , 29(4) : 459 -465 . DOI: B
No. 1 Dayaoshan tunnel on WuhanGuangzhou passengerdedicated railway has the particularities of complex geological conditions, including karsts, fissures and karst caves. The tunnel has such features as large excavation crosssection, high waterproofing requirement and high quality requirement. The tunnel lining is required to have solid body and good appearance, without seepage, leakage, crack and wet stain on concrete surface. The author presents the construction methods of surrounding rock grouting, blind ditch installing, sidewall foundation treatment, geotextile placing, waterproofing membrane placing, drainage material installing, water stop tie installing, secondary lining casting and backfilling grouting on basis of the actual conditions. Owing to the great emphasis on the waterproofing of the primary reinforcement and the backfilling grouting after secondary lining, No. 1 Dayaoshan tunnel has reached the first class waterproofing requirement.
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