Study of site monitoring of vertical full displacement of vault surrounding rock of tunnels and its change law
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Study of site monitoring of vertical full displacement of vault surrounding rock of tunnels and its change law
Vol. 34, Issue 6, (2013)
作者机构:
长安大学 特殊地区公路工程教育部重点实验室,西安,710064
作者简介:
基金信息:
DOI:
CLC:U45
Online First:14 June 2013,
Published:2013
稿件说明:
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LI You-yun、 ZHANG Zhi-geng、 XIE Yong-li、 LIU Bao-jian、. Study of site monitoring of vertical full displacement of vault surrounding rock of tunnels and its change law[J]. 2013, 34(6).
DOI:
LI You-yun、 ZHANG Zhi-geng、 XIE Yong-li、 LIU Bao-jian、. Study of site monitoring of vertical full displacement of vault surrounding rock of tunnels and its change law[J]. 2013, 34(6).DOI:
Study of site monitoring of vertical full displacement of vault surrounding rock of tunnels and its change law
The internal displacements of surrounding rock are generally surveyed after the excavation of working face
which results in a certain measuring loss for the field observation. In order to get the change law of its internal displacements during tunnel construction
the multipoint-displacement testing equipment is developed
which is applicable to measuring the vertical full displacement of the vault surrounding rock. This equipment is featured by the simple test principle
the convenient field planting and the high-accuracy test data
and it has more measuring points than that of the traditional multipoint-displacement testing equipment has. The internal displacements of vault surrounding rock of the Alatan tunnel is measured by this equipment to obtain its change law in the tunnel’s shallow section. It shows that if the internal displacements of surrounding rock are generally surveyed by the traditional multipoint-displacement testing equipment
25 percent of internal displacements of surrounding rock is lost through analysis. The range of the surrounding rock relaxation is found through surveyed data
the result is significant to the tunnel’s excavation and supporting.