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Empirical Calculations of Snow–Avalanche Run–out Distance Based on Topographic Parameters
(Journal article, 1980)A method for calculation of “maximum” avalanche run–out distance based on topographic parameters only is described. 423 well–known avalanches have had their maximum extent registered. The average gradient of avalanche path ... -
Engineering properties of low to medium overconsolidation ratio offshore clays
(Peer reviewed; Journal article, 2019)This paper presents a summary of the geotechnical engineering properties of low to medium overconsolidation ratio offshore inorganic clays derived from a high quality database. These properties, such as preconsolidation ... -
Engineering properties of Norwegian peat for calculation of settlements
(Peer reviewed; Journal article, 2022) -
Estimates on the reach of the powder part of avalanches
(Lecture, 2018)Avalanche observations from Norway, Austria and Switzerland, which distinguish between dense (fluidized) flow and powder part, are analyzed to obtain probability information about the reach of the powder part. The analysis ... -
Estimating exhumation using experimental compaction trends and rock physics relations, with continuation into analysis of source and reservoir rocks: Central North Sea, offshore Norway
(Peer reviewed; Journal article, 2017)We present a quantitative estimate of exhumation in the Central North Sea by examining depth trends of velocity and density data compared to experimental compaction trends. Additionally, seismic inversion and attribute ... -
Estimating run-out distances for extreme snow avalanches
(Lecture, 1992)Lecture presented at the Universitè Européenne d'Eté. Neige et Avalanches, Chamonix 1992. Estimating the run-out distances for snow avalanches is an important task for land use planning in mountaneous areas. The practical ... -
Estimation of natural frequencies and damping using dynamic field data from an offshore wind turbine
(Peer reviewed; Journal article, 2020)The dynamic characteristics of offshore wind turbines are heavily affected by environmental loads from wave and wind action and nonlinear soil behaviour. In the design of the monopile structures, the fatigue load due to ... -
Estimation of preconsolidation stress of clays from piezocone by means of high-quality calibration data
(Peer reviewed; Journal article, 2019)An extensive database of high-quality piezocone (CPTU) and laboratory oedometer test data on onshore and offshore clays worldwide has been established. The database covers a wide range of index parameters and overconsolidation ... -
Estimation of Thickness and Layering of Johansen and Cook Sandstones at the Potential Co2 Storage Site Aurora
(Chapter, 2021)We have estimated the reservoir sand thickness and internal layering in the Aurora area, a planned geological CO2 storage site in the northern North Sea. The results are obtained by stochastic Markov chain Monte Carlo ... -
Ethics of Climate Change Adaptation -The Case of Torrential Rains in Norway
(Peer reviewed; Journal article, 2023) -
Evaluating geoparameters of Maine sensitive clay by CPTU
(Chapter, 2022) -
Evaluating Nature-Based Solutions for Water Management in Peri-Urban Areas
(Peer reviewed; Journal article, 2023) -
Evaluation and monitoring of man-made slope failure at Øysand, Norway
(Chapter, 2022) -
Evaluation and Monitoring of Slope Stability in Cold Region: Case Study of Man-Made Slope at Øysand, Norway
(Peer reviewed; Journal article, 2020)Recently, the road and railways infrastructure developments in Norway have led to renewed interests on the geotechnical challenges associated with slope stability under freezing-thawing cycles. Despite the amount of research ... -
Evaluation of case-based reasoning to estimate liquefaction manifestation
(Peer reviewed; Journal article, 2023) -
Evaluation of effect of confinement on the collapse probability of reinforced concrete frames subjected to earthquakes
(Peer reviewed; Journal article, 2017)Confinement of reinforced concrete members has repeatedly proven crucial when structures are exposed to strong ground motions. Yet, unconfined concrete is still widely used in developing countries with significant seismic ... -
Evaluation of existing CPTu-based correlations for the deformation properties of Finnish soft clays
(Chapter, 2018)An extensive research program for soil testing has been conducted on five soft clay deposits located in Finland. This research project aims to collect data from high quality in-situ and laboratory tests and derive correlations ... -
Evaluation of existing CPTu-based correlations for the undrained shear strength of soft Finnish clays
(Chapter, 2018)The Tampere University of Technology has been carrying out an extensive research program on soil testing in Finland. The aim of this research project is to collect data from high-quality in situ and laboratory tests and ... -
Evaluation of factors affecting stakeholder risk perception of contaminated sediment disposal in Oslo harbour
(Peer reviewed; Journal article, 2011)The management of environmental pollution has changed considerably since the growth of environmental awareness in the late 1960s. The general increased environmental concern and involvement of stakeholders in today's ... -
Evaluation of Pile Driving Effects on Slope Stability in Clay
(Peer reviewed; Journal article, 2023)