|
|
Discussion on the Treatment of Geological disaster of Fragmentary Flows (Slack) for Lenglongling Tunnel |
CHAI Hai-lou |
The Third Engineering Company, China Railway 7th Engineering Group Co. Ltd.,Xianyang, Shanxi 712000, China |
|
|
Abstract Research purposes: Based on the construction practice in Lenglongling Tunnel, the analysis of how to deal with the geological disaster of fragmentary flows(slack ) in tunneling are made for the purpose of providing technical support for construction.
Research conclusions: (1)The deep hole grouting along with large pipe roof construction method is feasible for dealing with geological disaster of fragmentary flows(slack ),which can compact and cement the rock to enhance the mechanic property and at the same time , the large pipe roof can form a bearing anchor along with rock. ( 2 ) The more attention should be paid to the sketch for the geological disaster area. ( 3 ) The more attention should be paid to the details of the construction techniques; The excavation length is not allowed to exceed the design length, the grouting-stopping wall on bottom should be designed of stepped gear type and the wall seam should be closured with concrete. ( 4 ) The more attention should be paid to drainage in disaster area. For draining the water, the methods of drainage and blocking can be used.
|
Received: 17 March 2008
|
|
|
|
|
[1] 刘志刚.隧道隧洞施工地质技术[M].北京:中国铁道出版社,2001.
[2] 王国际.注浆技术理论与实践[M].北京:中国矿业大学 出版社,2000.
[3] 曾秀荣,崔增骥,周庆芬,等,注浆技术经验汇编[M].北 京:煤炭工业出版社,1998.
|
|
|
|