Research on reasonable section configuration of waterproofing and drainage in loess and soft surrounding rock road tunnel
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Research on reasonable section configuration of waterproofing and drainage in loess and soft surrounding rock road tunnel
Vol. 28, Issue 3, (2007)
作者机构:
长安大学 桥梁与隧道陕西省重点实验室,西安 7100640
作者简介:
基金信息:
DOI:
CLC:U452
Online First:28 August 2013,
Published:2007
稿件说明:
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LAI Jin-xing, LI Ning-jun, XIE Yong-li. Research on reasonable section configuration of waterproofing and drainage in loess and soft surrounding rock road tunnel[J]. 2007, 28(3).
DOI:
LAI Jin-xing, LI Ning-jun, XIE Yong-li. Research on reasonable section configuration of waterproofing and drainage in loess and soft surrounding rock road tunnel[J]. 2007, 28(3).DOI:
Research on reasonable section configuration of waterproofing and drainage in loess and soft surrounding rock road tunnel
In light of the characters of engineering geology and hydrogeology in Gansu Province and near areas
influencing factors of the design for waterproof and drainage in road tunnel are analyzed; the topographical features
vegetation
construction method
leakage of groundwater of loess and weak surrounding rock of highway tunnel in the district are investigated. Cause of leakage in the tunnel is analyzed. On the basis of the natural conditions
field investigation of seepage and disaster conditions of road tunnel
classification of outflow types for highway tunnel is presented with analogical method. Based on nine tunnels in Tianshui to Chankou Highway
principle of design for waterproof and drainage in highway tunnels construction is provided. Based on above analysis
four reasonable structural styles and section configurations for design of waterproof and drainage are proposed.