Basic Ideas on Countermeasures of Mountain Tunnel Deformation due to Earth Pressure
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- KOJIMA Yoshiyuki
- Railway Technical Research Institute
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- OHTA Takehiro
- Railway Technical Research Institute
Bibliographic Information
- Other Title
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- 地圧の作用による山岳トンネルの変状対策のあり方
- チアツ ノ サヨウ ニ ヨル サンガク トンネル ノ ヘンジョウ タイサク ノ アリカタ
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Abstract
It is important to establish a planning and design method of countermeasures for existing mountain tunnels in service deformed by earth pressure, in order to perform maintenance management of tunnels pertinently.<br> This paper discusses basic ideas on countermeasures for the mountain tunnels deformed by plastic earth pressure and loosening vertical earth pressure as follows ; 1) case studies on railway tunnel deformation due to plastic earth pressure and loosening vertical earth pressure ; 2) evaluation of deformation behavior of the various tunnel lining structures by two kinds of tunnel loading experiments ; 3) development of a numerical prediction method of tunnel deformation using a time-dependent ground strength reduction method ; 4) recommendation of necessity to examine tunnel deformation mechanism from an engineering geological view.
Journal
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- Journal of the Japan Society of Engineering Geology
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Journal of the Japan Society of Engineering Geology 54 (6), 251-263, 2014
Japan Society of Engineering Geology
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Details 詳細情報について
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- CRID
- 1390001204094095872
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- NII Article ID
- 130003396182
- 40019974919
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- NII Book ID
- AN00026635
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- ISSN
- 18840973
- 02867737
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- NDL BIB ID
- 025244103
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed