• Deliverable 3.1. Field trial framework for the use of knowledge concerning climate adaptation measures and their implementation 

  Brugge, Rutger van der; Ellen, Gerald Jan; Koers, Gerben; Raaphorst, Kevin (EVOKED;Deliverable 3.1, Research report, 2019-04-23)

  This field trial framework aims to ensure that the various field trials at the EVOKED case study sites are carried out, as much as possible, in a consistent manner such that they may be cross compared, and lessons may be ...

• Deliverable D4.2. User satisfaction of climate services 

  Kalsnes, Bjørn (EVOKED;Deliverable 4.2, Research report, 2021-02)

  The EVOKED framework focuses on the co-creation aspects of climate services (co-design, co-development and co-validation) using Living Labs to engage stakeholders. Embedded in each of these steps, is a co-evaluation process ...

• Deliverable 3.2. Capacity building material for the field trials 

  Brugge, Rutger van der; Ellen, Gerald Jan; Koers, Gerben; Raaphorst, Kevin; Well, Lisa van; Vollstedt, Bente; Koerth, Jana; Oen, Amy (EVOKED;Deliverable 3.2, Research report, 2020-01)

  In Deliverable 3.1 (Deltares, 2019) the theoretical background, research questions, hypotheses (also summarized in Section 2 of this document) and overall method have been described. This deliverable focuses on the workflow ...

• Deliverable 3.3. Reports on execution of field trails at each case study site 

  Koers, Gerben; Ellen, Gerald Jan; Raaphorst, Kevin; Well, Lisa van; Vollsted, Bente; Koerth, Jana; Oen, Amy (EVOKED;Deliverable 3.3, Research report, 2020-12)

  The main objective of the field trials was to bring into practice the key aspects of EVOKED: the focus on climate services, the Living Labs approach, and the information design of the selected climate services for each of ...

• Characterization of particle size segregation and heterogeneity along the slopes of a waste rock pile using image analysis 

  Qiu, Peiyong; Pabst, Thomas (Peer reviewed; Journal article, 2023)

• Remotely imaging seismic ground shaking via large-N infrasound beamforming 

  Anderson, Jacob F.; Johnson, Jeffrey B.; Mikesell, Thomas Dylan; Liberty, Lee M. (Peer reviewed; Journal article, 2023)

• Evaluation of case-based reasoning to estimate liquefaction manifestation 

  Carlton, Brian David; Geyin, Mertcan; Engin, Harun Kursat (Peer reviewed; Journal article, 2023)

• Consolidation-induced improvements in plate anchor capacity 

  Wang, C.; O’loughlin, C.D.; Bransby, M.; Watson, P.; Zhou, Zefeng (Peer reviewed; Journal article, 2023)

• Hydrogeological report 

  Holmøy, Kristin Hilde; Bjørnarå, Tore Ingvald; Shabanimashcool, Mahdi; Langeland, Henrik (NGI-Rapport;20180662-06-R Rev. 1, Report, 2021-01-14)

  NGI is engaged by Norwegian water resources and energy directorate (NVE) to carry out stability analysis of the Åknes rock slide. This report is presenting and analysing the most important investigations and monitoring, ...

• A Simplified Approach to Estimate Anchoring Capacity of Blocky Rock Mass with Pressure Arch Theory 

  Shabanimashcool, Mahdi; Bērziņš, Andris (Peer reviewed; Journal article, 2023)

  In this paper, a simplified method for predicting rock mass resistance against tensile forces from rock anchors (anchor) is presented. The interaction of anchors and rock mass was investigated using three-dimensional ...

• Ingeniørgeologiske vurderinger og kostnadsestimat for tunnelalternativ 

  Langeland, Henrik; Holmøy, Kristin Hilde; Gjengedal, Sondre; Ask, Kjetil (NGI-Rapport;20180662-08-R, Report, 2020-12-21)

  NGI er engasjert av NVE for å foreslå hvordan man kan bygge en dreneringstunnel med mål om å drenere Åknes fjellside. Hovedmålet er å foreslå forslag til konsept, og deretter utføre et kostnadsestimat. I foreliggende ...

• Data report core logging KH-02-2017 

  Langeland, Henrik (NGI-Rapport;20180662-02-R, Report, 2019-01-18)

  KH-02-17 is a core drilled bore hole in the upper section of the Åknes rock slope. The bore hole is 300 meter deep, and was core drilled during September-October in 2017. Geodrilling AS performed the core drilling on ...

• Datareport corelogging KH-01-2018 

  Langeland, Henrik (NGI-Rapport;20180662-03-R, Report, 2019-02-11)

  KH-01-18 is a core drilled bore hole at the west flank in the Åknes rock slope. The bore hole is 222.6 meter deep, and was core drilled during July to August 2018. Geodrilling AS performed the core drilling on assignment ...

• Use of numerical modelling when designing a full-scale field test of landfill top covers 

  Ånes, Eivind Wiik; Ritter, Stefan; Okkenhaug, Gudny (Lecture, 2023)

  Landfill closures typically include cover systems with a low-permeable barrier to limit the flow of water to and from the waste to minimize contamination of the surrounding environment. Commonly the lowpermeable barrier ...

• Data report core logging KH-02-2018 

  Langeland, Henrik (NGI-Rapport;20180662-04-R Rev. 1, Report, 2019-02-04)

• Datareport corelogging KH-01-2017 

  Langeland, Henrik (NGI-Rapport;20180662-01-R, Report, 2018-11-29)

• Input to data report on hydraulic investigations in boreholes - from 2017 and 2018 

  Langeland, Henrik (NGI-Rapport;20180662-01-TN Rev. 1, Report, 2020-03-27)

  This technical note is revised and include a summary of methodology and results from packer tests in 2017 and 2018 boreholes. The packer tests were performed with both single step pressure tests and 5 step pressure ...

• Coupled hydro-mechanical stability analysis of Åknes rock slope 

  Shabanimashcool, Mahdi (NGI-Rapport;20180662-07-R, Report, 2020-12-18)

  Stability of Åknes rock slide was assessed by coupled hydro-mechanical numerical analysis. The analysis was carried out by considering explicitly the rock joints network and the sliding planes. Numerical analysis shows ...

• Sustainable impermeable landfill barriers: The potential of using geological waste and surplus masses 

  Ritter, Stefan; Ånes, Eivind Wiik; Hovland, Kristin; Stridal, Ann-Cathrin; Hansen, Harald; Henriksen, Thomas Jolstad; Okkenhaug, Gudny (Lecture, 2023)

  This study investigated the potential to reuse excavated cement stabilised clay (CSC) and press filter residual (PFR) as impermeable landfill barriers. First, laboratory experiments including particle size distribution, ...

• Monitoring of displacements in the Åknes rock slope 

  Shabanimashcool, Mahdi; Langeland, Henrik; Holmøy, Kristin Hilde (NGI-Rapport;20180662-05-R, Report, 2020-06-11)

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