Blar i Norwegian Geotechnical Institute (NGI) Digital Archive på tittel
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Coupling rheology and segregation in granular flows
(Peer reviewed; Journal article, 2020)During the last fifteen years there has been a paradigm shift in the continuum modelling of granular materials; most notably with the development of rheological models, such as the μ(I) μ(I) -rheology (where μ μ is the ... -
CPT 3 – Quantitative risk assessment: Remarks on the uncertainty in the delimitation of hazard zones based on historical observations
(NGI-Rapport;20200017-09-TN, Research report, 2022-03-22)The Norwegian building code regulates the societal acceptable risk from avalanches for three building classes (S1, S1, and S3). The corresponding highest allowed nominal annual probabilities of avalanches reaching the ... -
CPTU CORRELATIONS FOR CLAYS
(NGI Rapport;20150014-13-R, Report, 2019-02-20)As part of the R&D project GEODIP-SP8, a multivariate high-quality database of sensitive clays consisting of laboratory strength and consolidation test results, index parameters and CPTU parameters was established. The ... -
CPTU correlations for Norwegian clays: an update
(Peer reviewed; Journal article, 2019)Geotechnical design in clay areas in Norway is mainly based on piezocone (CPTU) tests results. Strength and stiffness parameters are usually derived from CPTU parameters and empirical correlations. In order to improve ... -
Creep of geomaterials – some finding from the EU project CREEP
(Peer reviewed; Journal article, 2017) -
Cross-comparison of Selected Avalanche Observations
(Chapter, 2019)In many mountainous regions, snow avalanches are severe threats to the population and their infrastructure. Delineation of avalanche endangered areas or the design of suffcient mitigation measures require in-depth understanding ... -
CSEM for CO2 Storage – Feasibility Study at Smeaheia to Optimise Acquisition
(Chapter, 2021)In this work, we evaluate the use of controlled-source electromagnetics (CSEM) for CO2 monitoring at Smeaheia, a possible candidate for future phases of the Norwegian full-scale CCS project. CSEM is sensitive to electrically ... -
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)