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收稿日期: 2006-01-16
修回日期: 2006-02-27
网络出版日期: 2009-12-09
Treatment of Landslide at Tunnel Portals
Received date: 2006-01-16
Revised date: 2006-02-27
Online published: 2009-12-09
赣龙铁路马蹄经隧道在施工中遇到洞口30m上半断面全部变形垮塌的难题,而且初步方案屡遭失败。经过彻底探明地质情况,确定了滑坡体的存在。提出了相应的综合整治方案。介绍了滑坡整治方法。进一步强调隧道工程详细地质勘查的重要性。
关键词: 隧道 滑坡体 综合治理
林三国 . 隧道洞口山体滑坡整治[J]. 隧道建设, 2006 , 26(3) : 73 -75 . DOI: B
During the top heading construction of Matijing tunnel on GanzhouLongyan railway, huge deformation occurs to the 30mlong exit portal section, which is followed by full collapse. Several treatment options are attempted, but unfortunately no success is achieved. After thorough geological investigations, it is determined that there exist landslide, on basis of which comprehensive treatment plan is prepared. The article presents the landslide treatment method, demonstrating the great importance of thorough geological investigations in tunnel engineering works.
Key words: tunnel landslide comprehensive treatment
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