• Dam Tunsbergdalsvatn. A dam subjected to waves generated by avalanches, and to extreme floods from a glacier lake 

      Lied, Karstein; Palmström, A.; Schieldrop, B.; Torblaa, I. (Chapter, 1976)
      The construction of Leirdøla power plant was started in 1975 and will be completed in 1978. The owner is the Norwegian Water Resources and Electricity Board. The power plant is situated in Western Norway, close to ...
    • 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 ...
    • Data report core logging KH-02-2018 

      Langeland, Henrik (NGI-Rapport;20180662-04-R Rev. 1, Report, 2019-02-04)
    • Data-Fusion Based Vulnerability Analysis of Shield Driven Tunnel Suffering from Extreme Soil Surcharging 

      Xie, Xin; Huang, Hongwei; Zhang, Dongming; Liu, Zhongqiang; Lacasse, Suzanne (Chapter, 2019)
      A new data fusion approach is presented for evaluating the vulnerability curves utilizing multi-source monitoring information. A Bayesian network with continuous variables for a shield driven tunnel involving the loading ...
    • Database og verktøy for prediksjon av anleggsvibrasjoner 

      Norén-Cosgriff, Karin; Dahl, Birgitte Misund (NGI Rapport;20170115-01-TN, Report, 2017-12-21)
      Formålet med GBV prosjektet "Database og verktøy for prediksjon av anleggsvibrasjoner" har vært å samle NGIs måledata for anleggsvibrasjoner, og med støtte fra måledata utvikle empiriske verktøy for beregning av ...
    • Datareport corelogging KH-01-2017 

      Langeland, Henrik (NGI-Rapport;20180662-01-R, Report, 2018-11-29)
    • 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 ...
    • Decision-Based Approach to Account for Uncertainty in Estimating the Overtopping Hazard to Manage Risk for Dams 

      Feng, Kai; Mostofi, Azadeh; Habibi, Mahdi; Gilbert, Robert B.; Nadim, Farrokh (Chapter, 2019)
      This paper describes and demonstrates an approach to improve the management of risks from small-probability events that can lead to large consequences. It applies a decision-based theory to account for limited information ...
    • Deep learning-based design model for suction caissons on clay 

      Yin, Xilin; Wang, Huan; Pisanò, Federico; Gavin, Ken; Askarinejad, Amin; Zhou, Hongpeng (Peer reviewed; Journal article, 2023)
      Predicting the non-linear loading response is the key to the design of suction caissons. This paper presents a systematic study to explore the applicability of deep learning techniques in foundation design. Firstly, a ...
    • Deformation triggers and stability evolution of landslide from multiple observations 

      Yang, Beibei; Liu, Zhongqiang; Lacasse, Suzanne; Wang, Luqi; Xiao, Ting (Peer reviewed; Journal article, 2023)
      External causes like changes in reservoir level and intense rainfall can cause reservoir landslides. Exploring the factors that govern landslide deformation and analyzing its stability evolution is essential in mitigating ...
    • Deliverable 1.1. Living Lab Co-Design Requirements Guiding Paper. Work Package 1: Co-design 

      Well, Lisa Van (NGI Rapport;20170408-01-R, Research report, 2018-05-16)
      The goal of this document is to outline the first practical steps and tasks in the Co-design process. As such, it provides guidelines for the EVOKED partners to begin the first phase of the Living Lab Process. It consists ...
    • Deliverable 1.2. Climate services needs inventory. Work Package 1: Co-design 

      Ekeheien, Christina; Oen, Amy (NGI Rapport;20170408-04-R, Research report, 2019-01-18)
    • Deliverable 2.3. Template for communicating scientific information and results 

      Vollstedt, Bente; Tsakiris, Maureen; Koerth, Jana; Vafeidis, Athanasios T. (NGI Rapport;20170408-06-R Rev. 1, Report, 2019-09-09)
      In the framework of the EVOKED project scientific information on different types of potential climate-change impacts has been developed. The aim is to translate these climate data into valuable and useful climate services. ...
    • 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 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 ...
    • Deliverable D1.4. Rockfall and landslide warning system on the Raume Line 

      Kvistedal, Yme Asgeir (NGI Rapport;20160760-01-R, Research report, 2018-04-14)
      A prototype rockfall and landslide warning system has been installed at a high frequent rockfall site on the Rauma line, north-western Norway. The system is based on a wireless microseismic sensor network, and uses a ...
    • Deliverable D3.1. Drainage to Excavations – State of the Art Report 

      Kahlström, Mats; Langford, Jenny; Anderson, Helen; Tuttle, Kevin; Lier, Knut Erik; Berggren, Anne-Lise (NGI-rapport;20170774-D3.1, Research report, 2022-05-27)
      Ground works such as deep excavations and foundation works performed in soft clay can cause damage to neighbouring buildings and structures. Drainage causes pore pressure lowering, followed by consolidation settlements. ...
    • 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 ...
    • Dense avalanche numerical modeling interaction between avalanche and structures 

      Naaim, Mohamed (NGI Publication;203, Chapter, 1998)
      Applications of the Saint Venant equations were extended to rapid gravity flows of geophysical fluid with a non-newtonian behavior such as snow avalanches. This paper presents a numerical and physical approach for snow ...