Cumulative damage evaluation of clip rock in small-distance tunnels caused by blasting excavation and its application
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Cumulative damage evaluation of clip rock in small-distance tunnels caused by blasting excavation and its application
Vol. 32, Issue 5, (2011)
作者机构:
1. 华侨大学 岩土工程研究所,福建,泉州,362021
2. 密西西比大学 土木工程学院,美国 密西西比洲,38655
3. 建发房地产集团有限公司,福建,厦门,361001
作者简介:
基金信息:
DOI:
CLC:TD235
Online First:23 September 2011,
Published:2011
稿件说明:
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MENG Fan-bing, LIN Cong-mou, CAI li-guang, et al. Cumulative damage evaluation of clip rock in small-distance tunnels caused by blasting excavation and its application[J]. 2011, 32(5).
DOI:
MENG Fan-bing, LIN Cong-mou, CAI li-guang, et al. Cumulative damage evaluation of clip rock in small-distance tunnels caused by blasting excavation and its application[J]. 2011, 32(5).DOI:
Cumulative damage evaluation of clip rock in small-distance tunnels caused by blasting excavation and its application
A new calculation method has been established in order to obtain the clip rock of small-distance tunnels blasting cumulative damage rule. The new method is applied to predict Dapingshan tunnel clip rock blasting cumulative damage during construction; at the same time a field test validation is carried out. The results show that: the new method can not only reflect the blasting of mechanical action process
and the calculated parameters are also easy to obtain; the prediction and measured average error is about 12%
which can be used to predict rock cumulative damage; Dapingshan tunnel clip rock cumulative damage rule is as follows: after the second blasting
6 test holes velocity average drop rate is 4.3%; the largest test holes cumulated damage in increments is 6.1%. The results provide a basis for further small-distance tunnels clip rock stability studies.