| dc.contributor.author | Shrestha, Pawan Kumar | |
| dc.contributor.author | Panthi, Krishna Kanta | |
| dc.date.accessioned | 2018-02-07T10:04:52Z | |
| dc.date.available | 2018-02-07T10:04:52Z | |
| dc.date.created | 2015-11-30T12:28:56Z | |
| dc.date.issued | 2015 | |
| dc.identifier.isbn | 978-1-926872-25-4 | |
| dc.identifier.uri | http://hdl.handle.net/11250/2483184 | |
| dc.description.abstract | Displacement of rock mass around a tunnel opening varies according to the rock mass properties, insitu stress conditions and applied support in the tunnel. Such displacement is also altered by presence of bands of rock mass that differ in properties. This paper focuses on the deformation behavior of rock mass around tunnel openings at four tunnel sections in Kaligandaki headrace tunnel where extensive instrumentation was done. Based on the actually measured tunnel displacement records and actually measured support pressure; back analysis has been done to estimate rock mass properties and insitu stresses. Numerical analysis has been done to analyze and assess the deformation behavior of the rock mass around the tunnel sections. | nb_NO |
| dc.language.iso | eng | nb_NO |
| dc.publisher | Canadian Institute of Mining, Metallurgy and Petroleum | nb_NO |
| dc.relation.ispartof | ISRM Congress 2015: Proceedings - Int’l Symposium on Rock Mechanic | |
| dc.title | Interpretation of deformation characteristics at Kaligandaki headrace tunnel using tunnel monitoring records | nb_NO |
| dc.type | Chapter | nb_NO |
| dc.description.version | publishedVersion | nb_NO |
| dc.identifier.cristin | 1295010 | |
| dc.description.localcode | This chapter will not be available due to copyright restrictions (c) 2015 by Canadian Institute of Mining, Metallurgy and Petroleum | nb_NO |
| cristin.unitcode | 194,64,10,0 | |
| cristin.unitname | Institutt for geologi og bergteknikk | |
| cristin.ispublished | true | |
| cristin.fulltext | original | |
| cristin.qualitycode | 1 | |
