Vis enkel innførsel

dc.contributor.authorLin, Cungang
dc.date.accessioned2024-01-07T19:55:27Z
dc.date.available2024-01-07T19:55:27Z
dc.date.issued2018-10-25
dc.identifier.urihttps://hdl.handle.net/11250/3110277
dc.description.abstractRisk matrices are frequently used for risk assessment in all kinds of areas. This study makes a simple literature review on their applications in different fields of geotechnical engineering with focus on their size and risk classifications. It is found that the 5×5 risk matrices with 3 or 4 risk levels are most commonly used. For risk assessment on tunnels, the 5×5 risk matrices with 4 risk levels are recommended, and the risk matrix given by the International Tunnelling Association (ITA) can be used as a typical example. For risk assessment on other fields, the 5×5 risk matrices with 3 or 4 risk levels are recommended. However, no typical example is available regarding to their detailed patterns.en_US
dc.description.sponsorshipNorges Forskningsråd The Research Council of Norwayen_US
dc.language.isoengen_US
dc.publisherNGI - Norges Geotekniske Institutten_US
dc.relation.ispartofseriesNGI-rapport;20170774-D5.1
dc.titleA literature review of risk matrices applied for risk assessment in geotechnical engineeringen_US
dc.title.alternativeDeliverable D5.1. Work Package 5 – Risk assessment and managementen_US
dc.typeResearch reporten_US
dc.source.pagenumber27en_US
dc.relation.projectNorges forskningsråd: 267674en_US
dc.relation.projectBegrensSkade / REMEDYen_US
dc.relation.projectRisk Reduction of Groundwork Damageen_US


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel