Blar i Norwegian Geotechnical Institute (NGI) Digital Archive på tidsskrift "IOP Conference Series: Earth and Environmental Science (EES)"
Viser treff 1-13 av 13
-
3D stability analyses of Skjeggestad landslide
(Peer reviewed; Journal article, 2021)In 2015, a sudden landslide caused the failure of one of the pillars supporting the southern lanes of the Skjeggestad Bridge near Mofjellbekken on Expressway E18. The transportation corridor was closed to traffic for 17 ... -
A management tool to reduce the risk of damage caused by geotechnical groundworks
(Peer reviewed; Journal article, 2021) -
A review of the testing approaches in swelling rock conditions at three different institutions
(Peer reviewed; Journal article, 2021)The swelling potential of weak rocks is crucial to assess in stability determinations of tunnels constructed for both infrastructure and hydropower. Among the institutions that are involved with extensive research on ... -
Back-calculation of pillar foundation for Skjeggestad Bridge
(Peer reviewed; Journal article, 2021)In 2015, a landslide incapacitated the expressway E18 in southern Norway because one of the large foundation pillars of the southern lane of Skjeggestad Bridge near Mofjellbekken failed. This accident immobilised throughway ... -
First steps in the development of standardised processes for life cycle assessments of geotechnical works
(Peer reviewed; Journal article, 2022) -
Full-scale field-testing of lime-cement columns in a very sensitive clay
(Peer reviewed; Journal article, 2021) -
InSAR monitoring data to assess building response to deep excavations
(Peer reviewed; Journal article, 2021) -
Potential applications of deep learning in automatic rock joint trace mapping in a rock mass
(Peer reviewed; Journal article, 2023)In blasted rock slopes and underground openings, rock joints are visible in different forms. Rock joints are often exposed as planes confining rock blocks and visible as traces on a well-blasted, smooth rock mass surface. ... -
Quick-clay landslide mitigation using potassium-chloride wells: Installation procedures and effects
(Peer reviewed; Journal article, 2021)Mitigation actions related to quick-clay slopes often induce undesirable changes to the terrain that may have negative impact on developed areas and local biodiversity. Soil improvement may prevent this. Lime-cement piling ... -
Settlements of spread footing foundations on quick clay stabilized with lime and cement
(Peer reviewed; Journal article, 2021)Since the early 70's ground improvement by use of stabilizing agents such as lime and cement has been widely used for solving geotechnical problems; either as a way to improve slope stability, reduce settlements or vibrations, ... -
Small strain stiffness within logarithmic contractancy model for structured anisotropic clay
(Peer reviewed; Journal article, 2021)Stiffness of soils in the small strain region is high and it decays nonlinearly with increasing shear strains or with mobilization of shear stresses. However, the commonly used critical state based constitutive models use ... -
Stability of the Gunneklev Fjord sediments
(Peer reviewed; Journal article, 2021)The seabed of the Gunneklev Fjord, with exceptionally soft contaminated sediment, is to be capped. The sediment, containing, among others, mercury and dioxins mixed with natural mud, has an undrained shear strength less ... -
Transport infrastructure and geotechnical engineering: ELGIP position paper
(Peer reviewed; Journal article, 2021)The European Large Geotechnical Institutes Platform (ELGIP) is a group of 14 European research organizations, leading in geotechnical engineering, which aims to promote internationally the profession, its network and its ...