Blar i Norwegian Geotechnical Institute (NGI) Digital Archive på tittel
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K0 as a Function of Changes in Stress and Strain Conditions during Consolidation, Unloading and Reloading
(NGI Publication;209, Chapter, 2022)There are several examples in the literature that describe empirical correlations for the coefficient of earth pressure at rest, K0, and undrained shear strength, su, in normally consolidated and overconsolidated clays as ... -
Kartlegging av snøskred- og steinsprang ved hjelp av EDB baserte metoder
(NGI-rapport;58930-03, Research report, 1984-12-15)For å unngå at boligfelt planlegges i skredfarlig terreng er det satt i gang kartlegging av områder utsatt for snøskred- og steinskredfare i Norge. Kartleggingen er basert på topografiske kart i målestokk 1:50.000. Disse ... -
Kartlegging av snøskred- og steinsprangfare ved hjelp av EDB-baserte metoder
(Chapter, 1984)For å unngå at boligfelt planlegges i skredfarlig tcrreng er det satt igang kartlegging av områder utsatt for snøskred-og steinsprangfare i Norge. Kartleggingen er basert på topografiske kart og i målestokk l: 15 000. Disse ... -
Klassifisering og kodesymboler for snø- og skredobservasjoner.
(NGI-rapport;58301 Notat 1973-11-12, Research report, 1973-11-12)Denne klassifiseringen er hovedsakelig hentet fra "The International Classification for Snow, Technical Memorandum No 31, NRC, Canada 1954". Det er gjort noen mindre forandringer, og der klassifiseringen kommer inn på ... -
Klatrehøgder av skred på krumma leievoll
(NGI-rapport;58120-36, Research report, 2002-01-15)I krumma skredkanalar vil sentrifugalkrefter lyfta skredmassen opp langs kanalveggen i yttersving. Dette hender avdi sentrifugalkreftene roterer den frie overflata med ein vinkel θ (definert i Formel 1, s. 6). Klatrehøgda ... -
Kommunikasjonsplan
(NGI-Rapport;20160154-18-R, Report, 2019-12-04)Denne kommunikasjonsplanen er ment som et verktøy til deg som partner, bidragsyter og deltaker i forskningskonsortiet. Hensikten er å gi en felles bakgrunn og forståelse, informasjon og hovedbudskap om FoU programmet ... -
Kriging analysis on CPTU data from offshore wind farm
(Chapter, 2022) -
Laboratory evaluation of mechanical properties of draupne shale relevant for CO<inf>2</inf> seal integrity
(Peer reviewed; Journal article, 2021) -
Laboratory procedures and standards for the NGTS project
(NGI-Rapport;20160154-02-R, Report, 2019-12-03)This report gives an overview of the laboratory testing procedures used in the NGTS project. -
Landslide displacement prediction based on wavelet transform and long short-term memory neural network
(Chapter, 2019)The prediction of landslide displacement is a key component of an early warning system to mitigate landslide risk. Most of the models for landslide displacement prediction are static models. Yet, landslides move dynamically. ... -
Landslide Material Control on Tsunami Genesis ‐ The Storegga Slide and Tsunami (8100 y BP)
(Peer reviewed; Journal article, 2019)Tsunami generation from sub‐aqueous landslides is controlled by landslide kinematics, which in turn is governed by the material properties of the slide mass. Yet, the effect of the material properties on tsunami‐genesis ... -
Landslide Risk in Hong Kong under Extreme Storms
(Chapter, 2018)Landslides are a major hazard in Hong Kong which can lead to loss of life, injury to people, or economic losses. This paper assesses the landslide risk in western part of Hong Kong Island under extreme rainstorms of 29%, ... -
Landslide risk reduction through close partnership between research, industry, and public entities in Norway: Pilots and case studies
(Peer reviewed; Journal article, 2022) -
Landslides Susceptibility of Chittagong City, Bangladesh and Development of Landslides Early Warning System
(Chapter, 2018)Chittagong, the second largest city of Bangladesh, is mostly developed in the hilly areas. Hills are mostly covered with loose and weathered tertiary sedimentary rocks susceptible to landslides. Generally, during heavy ... -
Large diameter laterally loaded piles in sand: Numerical evaluation of soil stress paths and relevance of laboratory soil element testing
(Peer reviewed; Journal article, 2022)This paper uses 3D numerical analyses to investigate the stress path experienced by soil elements around large diameter piles in sand subjected to monotonic drained lateral loading. Inspection of the loading-induced stresses ... -
Large scale driving of concrete piles in stiff to very stiff clay
(Chapter, 2016)BAMA Gruppen AS have constructed a new 44 000 m2 warehouse, office and distribution centre in Groruddalen in northern parts of Oslo, Norway. Norwegian Geotechnical Institute (NGI) were employed as geotechnical consultants, ... -
Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model
(Peer reviewed; Journal article, 2023) -
Laws of friction in snow mechanics
(Chapter, 1976)Laws of sliding and friction are of primary importance in the determination of pre-fracture conditions for slab avalanches as well as for practical considerations such as determining snow pressure loads on constructions ... -
Layering in shales controls microfracturing at the onset of primary migration in source rocks
(Peer reviewed; Journal article, 2020)The process of primary migration, which controls the transfer of hydrocarbons from source to reservoir rocks, necessitates the existence of fluid pathways in low permeability sedimentary formations. Primary migration starts ... -
Leachate emissions of short- and long-chain perand polyfluoralkyl substances (PFASs) from various Norwegian landfills
(Peer reviewed; Journal article, 2019)Restrictions on the use of long-chain per- and polyfluoralkyl substances (PFASs) has led to substitutions with short-chain PFASs. This study investigated the presence of four short-chain PFASs and twenty-four long-chain ...