Browsing Norges Geotekniske Institutt by Title
Now showing items 283-302 of 1235
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CSEM Sensitivity Study for Sleipner CO2-injection Monitoring
(Journal article, 2013)The controlled-source electromagnetic (CSEM) method is a proven and promising geophysical technique in the hydrocarbon exploration area. Recently, there is increasing interest in applying it to CO2-injection monitoring in ... -
CSi - a joint industry project into CPTUs in silty soils
(Chapter, 2022) -
CTBT seismic monitoring using coherent and incoherent array processing
(Peer reviewed; Journal article, 2021)The detection and location capability of the International Monitoring System for small seismic events in the continental and oceanic regions surrounding the Sea of Japan is determined mainly by three primary seismic arrays: ... -
CubeSat GPS Observation of Traveling Ionospheric Disturbances After the 2022 Hunga-Tonga Hunga-Ha'apai Volcanic Eruption and Its Potential Use for Tsunami Warning
(Peer reviewed; Journal article, 2023) -
Cyclic Capacity of Monopiles in Sand under Partially Drained Conditions: A Numerical Approach
(Journal article; Peer reviewed, 2022)Cyclic loading of saturated sand under partially drained conditions may lead to accumulated strains, pore pressure buildup, and consequently reduced effective stress, stiffness, and shear strength. This will affect the ... -
Cyclic stress–dilatancy relations and plastic flow potentials for soils based on hypothesis of complementarity of stress–dilatancy conjugates
(Peer reviewed; Journal article, 2022) -
Dam Tunsbergdalsvatn. A dam subjected to waves generated by avalanches, and to extreme floods from a glacier lake
(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
(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
(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
(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
(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
(NGI-Rapport;20180662-01-R, Report, 2018-11-29) -
Datareport corelogging KH-01-2018
(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
(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
(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
(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
(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
(NGI Rapport;20170408-04-R, Research report, 2019-01-18) -
Deliverable 2.3. Template for communicating scientific information and results
(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
(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 ...