2015
DOI: 10.2208/jscejte.71.29
|View full text |Cite
|
Sign up to set email alerts
|

Investigation of Opening at Side Wall of Existent Opencut Tunnel Based on Numerical Calculation

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2016
2016
2020
2020

Publication Types

Select...
4

Relationship

0
4

Authors

Journals

citations
Cited by 4 publications
(2 citation statements)
references
References 2 publications
0
2
0
Order By: Relevance
“…8) [12] Underground stations are increasingly being widened by opening parts of their existing tunnels and connecting them with new tunnels to ease congestion and improve service. However, the increasing scale on which this type of work done has created the need for reinforcement of existing tunnels.…”
Section: Tunnel Life Prolongation and Renovationmentioning
confidence: 99%
“…8) [12] Underground stations are increasingly being widened by opening parts of their existing tunnels and connecting them with new tunnels to ease congestion and improve service. However, the increasing scale on which this type of work done has created the need for reinforcement of existing tunnels.…”
Section: Tunnel Life Prolongation and Renovationmentioning
confidence: 99%
“…While RTRI has developed repair/reinforcement methods for viaduct beams and parapet walls at the side of the track [4] [5], a reinforcement method for PC girders [6] and renovation techniques for steel bridges [7] [8], more recently it developed a reinforcement method for viaduct slabs [9] and a replacement / relocation technique for viaduct columns [10]. Furthermore, in the renovation technology for enhanced functions of station space, RTRI developed a [11] and a method for upgrading existing elevated stations into a shelter. These results are outlined below.…”
Section: Outline Of Structural Repair/reinforcementmentioning
confidence: 99%