Recent NGI scientific articles
Håndtering av skredrisiko i et endret klima ↗
Kalsnes, B., Eidsvig, U. K., Heyerdahl, H., Piciullo, L., Solheim, A., Strout, J. M. & Hervé, V.. Håndtering av skredrisiko i et endret klima. 2022.
Evaluation and monitoring of man-made slope failure at Øysand, Norway ↗
Shin, Y., Choi, J. C., Quinteros, S., & Carlton, B.. Evaluation and monitoring of man-made slope failure at Øysand, Norway. 2022 / 2021.
How to avoid gas clogging in groundwater heat pump systems: a case study from the Lena terrasse system in Melhus, Norway ↗
Stenvik, L. A., Gjengedal, S., Ramstad, R. K., & Frengstad, B. S.. How to avoid gas clogging in groundwater heat pump systems: a case study from the Lena terrasse system in Melhus, Norway. 2022.
Prediction of adverse biological effects of chemicals using knowledge graph embeddings ↗
Myklebust, E. B., Jiménez-Ruiz, E., Chen, J., Wolf, R., & Tollefsen, K. E.. Prediction of adverse biological effects of chemicals using knowledge graph embeddings. 2022.
Factors affecting the correlation between cone resistance from CPTU and shear modulus G0 of sands ↗
Młynarek, Z., Wierzbicki, J., & Lunne, T.. Factors affecting the correlation between cone resistance from CPTU and shear modulus G0 of sands. 2021.
Satellite-Based Monitoring of Urban Deep Excavations ↗
Ritter, S., Frauenfelder, R., & Vöge, M.. Satellite-Based Monitoring of Urban Deep Excavations. 2021.
Deformasjonsegenskapene til TBM-Kaks fra harde bergarter ↗
Syversen, I. L. G., Baardvik, G., & Langford, J.. Deformasjonsegenskapene til TBM-Kaks fra harde bergarter. 2021.
Perceptions of Sustainability in Geotechnical Engineering ↗
Tann, L. v. d. , Ritter, S., Basu, D., Cappelen, P. S., & Størdal, I.. Perceptions of Sustainability in Geotechnical Engineering. 2021.
Required pressure to counteract specimen expansion of tight shales under oedometric and triaxial loading in the laboratory ↗
Halvorsen, K., Soldal, M., Smith, H., & Bohloli, B.. Required pressure to counteract specimen expansion of tight shales under oedometric and triaxial loading in the laboratory. 2021.
Interplay between base-salt relief, progradational sediment loading and salt tectonics in the Nordkapp Basin, Barents Sea – Part II ↗
Hassaan, M., Faleide, J. I., Gabrielsen, R. H., Tsikalas, F., & Grimstad, S.. Interplay between base-salt relief, progradational sediment loading and salt tectonics in the Nordkapp Basin, Barents Sea – Part II. 2021.
Design of monopiles supporting offshore wind turbines using finite element analysis ↗
Klinkvort, R. T., & Sivasithamparam, N.. Design of monopiles supporting offshore wind turbines using finite element analysis. 2021.
CSi – a joint industry project into CPTUs in silty soils ↗
Augustesen, A.H., Carotenuto, P., Bilici, C., Lunne, T., Lindeboom, R.C.J., Krogh, L., Bosch, J. van den, Barth, R., Erbrich, C., Ingarfield, S., Giretti, D., Fioravante, V., Dias, H., Sougle, M.-C., Barwise, A., Wit, S. de, Burbury, D., & Adams, N.. CSi – a joint industry project into CPTUs in silty soils. 2022.
Calibration Cone Penetration Testing in silty soils ↗
Fioravante, V., Giretti, D., Lunne, T., Carotenuto, P., Augustesen, A.H., Lindeboomb, R., Krogh, L., Dias, H., Sougle, M.-C., Barwise, A., Wit, S. de, & Burbury, D.. Calibration Cone Penetration Testing in silty soils. 2022.
Effects of Organic Carbon Origin on Hydrophobic Organic Contaminant Fate in the Baltic Sea ↗
Nybom, I., Horlitz, G., Gilbert, D., Berrojalbiz, N., Martens, J., Arp, H. P. H., & Sobek, A.. Effects of Organic Carbon Origin on Hydrophobic Organic Contaminant Fate in the Baltic Sea. 2021.
Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays ↗
Bache, B. K. F., Wiersholm, P., Paniagua, P., & Emdal, A.. Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays. 2021.
Design of suction piles for offshore applications ↗
Jostad, H. P., & Andersen, K. H.. Design of suction piles for offshore applications. 2021.
Generalized Geertsma Solution for Isotropic Layered Medium ↗
Park, J., Eiken, O., Bjørnarå, T. I., & Bohloli, B.. Generalized Geertsma Solution for Isotropic Layered Medium. 2021.
High-Speed Trains with Different Tracks on Layered Ground and Measures to Increase Critical Speed ↗
Kaynia, A.. High-Speed Trains with Different Tracks on Layered Ground and Measures to Increase Critical Speed. 2021.
CSEM for CO2 Storage – Feasibility Study at Smeaheia to Optimise Acquisition ↗
Gehrmann, R, Romdhane, M. A., Park, J., & Eliasson, P.. CSEM for CO2 Storage – Feasibility Study at Smeaheia to Optimise Acquisition. 2021.
Estimation of Thickness and Layering of Johansen and Cook Sandstones at the Potential Co2 Storage Site Aurora ↗
Aker, E., Kjønsberg, H., Fawad, M., & Mondol, N. H.. Estimation of Thickness and Layering of Johansen and Cook Sandstones at the Potential Co2 Storage Site Aurora. 2021.
Experimental Investigation of the Influence of Injection Pressure and Clay Smear on Fault Reactivation for Co2 Storage ↗
Griffiths, L., Park, J., Cerasi, P., Edvardsen, L., & Wüstfeld, A.. Experimental Investigation of the Influence of Injection Pressure and Clay Smear on Fault Reactivation for Co2 Storage. 2021.
Seismic-derived geomechanical properties of potential CO2 storage reservoir and cap rock in Smeaheia area, northern North Sea ↗
Rahman, M.J., Fawad, M. & Mondol, N.H.. Seismic-derived geomechanical properties of potential CO2 storage reservoir and cap rock in Smeaheia area, northern North Sea. 2021.
A review of the testing approaches in swelling rock conditions at three different institutions ↗
Selen, L., & Panthi, K. K.. A review of the testing approaches in swelling rock conditions at three different institutions. 2021.
Probabilistic Analysis of Draupne Shale Caprock Reliability of the Alpha Prospect - A Potential Co2 Storage Site in the Smeaheia Area, Northern North Sea ↗
Rahman, M. J., Choi, J. C., Fawad, M., & Mondol, N. H.. Probabilistic Analysis of Draupne Shale Caprock Reliability of the Alpha Prospect - A Potential Co2 Storage Site in the Smeaheia Area, Northern North Sea. 2021.
Transport infrastructure and geotechnical engineering: ELGIP position paper ↗
Paniagua, P., L’Heureux, J. S., Grøneng, G., Woning, M., Breedeveld, J., Rogbeck, Y., & Löfroth, H.. Transport infrastructure and geotechnical engineering: ELGIP position paper. 2021.
Monitoring of the Turag River Dyke in Dhaka City Using Ground Penetrating Radar (GPR): A New Approach of Flood Risk Reduction in Bangladesh ↗
Ali, R. M. E., Kong, F., Bhasin, R.K., Akter, S., Uddin, M. Z., Karim, S. . Monitoring of the Turag River Dyke in Dhaka City Using Ground Penetrating Radar (GPR): A New Approach of Flood Risk Reduction in Bangladesh. 2021.
Stability of the Gunneklev Fjord sediments ↗
Le, T. M. H., Rønning, S., Moseid, M., Lacasse, S., & Eek, E.. Stability of the Gunneklev Fjord sediments. 2021.
Marine Monitoring for Offshore Geological Carbon Storage—A Review of Strategies, Technologies and Trends ↗
Blomberg, A. E. A., Waarum, I.-K., Totland, C., & Eek, E.. Marine Monitoring for Offshore Geological Carbon Storage—A Review of Strategies, Technologies and Trends. 2021.
Full-scale field-testing of lime-cement columns in a very sensitive clay ↗
Paniagua, P., Bache, B. K. F., Lund, A. K., & Karlsrud, K.. Full-scale field-testing of lime-cement columns in a very sensitive clay. 2021.
The importance of accounting vegetation on unsaturated slopes prone to rainfall-induced instabilities – a case study in Norway ↗
Piciullo, L., Capobianco, V., & Heyerdahl, H.. The importance of accounting vegetation on unsaturated slopes prone to rainfall-induced instabilities – a case study in Norway. 2021.
Small strain stiffness within logarithmic contractancy model for structured anisotropic clay ↗
Sivasithamparam, N., D’Ignazio, M., Tsegaye, A. B., Castro, J., & Madshus, C.. Small strain stiffness within logarithmic contractancy model for structured anisotropic clay. 2021.
A management tool to reduce the risk of damage caused by geotechnical groundworks ↗
Piciullo, L., Bekele, Y., Depina, I., Nadim, F., & Langford, J. . A management tool to reduce the risk of damage caused by geotechnical groundworks. 2021.
CPTU results at a silt test site in Norway: effect of cone penetrometer type ↗
Paniagua, P., Lunne, T., Gundersen, A., L’Heureux, J. S., & Kåsin, K.. CPTU results at a silt test site in Norway: effect of cone penetrometer type. 2021.
Analysis and characteristics of dynamic response of large pile groups ↗
Kaynia, A.. Analysis and characteristics of dynamic response of large pile groups. 2021.
Climate Change Adaptation of Geo-Structures in Europe: Emerging Issues and Future Steps ↗
Insana, A., Beroya-Eitner, M. A., Barla, M., Zachert, H., Žlender, B., van Marle, M., Kalsnes, B., Bračko, T., Pereira, C., Prodan, I., Szymkiewicz, F., & Löfroth, H.. Climate Change Adaptation of Geo-Structures in Europe: Emerging Issues and Future Steps. 2021.
Geophysical Characterization of Chumathang (Ladakh) Hot Spring ↗
Rawat, G., Bartarya, S. K., Singh, B., & Bhasin, R. K.. Geophysical Characterization of Chumathang (Ladakh) Hot Spring. 2020.
Back-calculation of pillar foundation for Skjeggestad Bridge ↗
Bendzovski, R., Hetland, R., Chen, Y., Giese, S., Åkershult, A. R. a., Lacasse, S., Johansen, T., Aabøe, R., & Degago, S. A. . Back-calculation of pillar foundation for Skjeggestad Bridge. 2021.
3D stability analyses of Skjeggestad landslide ↗
Jostad, H. P., Sivasithamparam, N., Lacasse, S., Degago, S. A., Le, T. M. H., Giese, S.. 3D stability analyses of Skjeggestad landslide. 2021.
Settlements of spread footing foundations on quick clay stabilized with lime and cement ↗
Juvik, E. S., Bache, B. K. F., & Berre, S. S.. Settlements of spread footing foundations on quick clay stabilized with lime and cement. 2021.
BegrensSkade II – REMEDY – Risk Reduction of Groundwork Damage: An Overview ↗
Langford, J., Lande, E. J., Sandene, T., Kahlstrøm, M., Nadim, F., Norén-Cosgriff, K., Piciullo, L., Ritter, S., Hauser, C., Lysdahl, A., Attari, Y., & Formreide, R. . BegrensSkade II – REMEDY – Risk Reduction of Groundwork Damage: An Overview. 2021.
Five years of EDuMaP for the performance analysis of territorial landslide early warning systems ↗
Piciullo, L. & Calvello, M.. Five years of EDuMaP for the performance analysis of territorial landslide early warning systems. 2021.
Bayesian rock-physics inversion: Application to CO2 storage monitoring ↗
Dupuy, B., Romdhane, A., Nordmann, P.-L., Eliasson, P., & Park, J.. Bayesian rock-physics inversion: Application to CO2 storage monitoring. 2021.
Introduction to the Special Series, “Incorporating Nature-based Solutions into the Built Environment” ↗
Suedel, B. C., & Oen, A. M. P.. Introduction to the Special Series, “Incorporating Nature-based Solutions into the Built Environment”. 2021.
Geotechnical characterization of Norwegian peat: database ↗
Paniagua, P., Long, M., & L’Heureux, J. S.. Geotechnical characterization of Norwegian peat: database. 2021.
Observations from Reverse Column Penetration Tests (RCP) on Lime-cement Columns in Klett, Trondheim, Norway ↗
Yan, C. H., Paniagua, P., Bache, B. K. F., & Lacasse, S.. Observations from Reverse Column Penetration Tests (RCP) on Lime-cement Columns in Klett, Trondheim, Norway. 2021.
Quick-clay landslide mitigation using potassium-chloride wells: Installation procedures and effects ↗
Helle, T. E., Kvennås, M., Kirkevollen, O. V., Hamel, B., Bache, B. K. F., Strand, S. A., Svanø, G., Gylland, A., Haugen, E., Wiig, T., & Horn, A.. Quick-clay landslide mitigation using potassium-chloride wells: Installation procedures and effects. 2021.
Mapping the risk of building damage due to excavation-induced displacements ↗
Ritter, S., Piciullo, L., Lysdahl, A. O. K., Kahlström, M., Langford, J., & Nadim, F.. Mapping the risk of building damage due to excavation-induced displacements. 2021.
Upscaled Geocellular Flow Model of Potential Across-and along-Fault Leakage Using Shale Gouge Ratio ↗
Bjørnarå, T. I., Haines, E. M., & Skurtveit, E.. Upscaled Geocellular Flow Model of Potential Across-and along-Fault Leakage Using Shale Gouge Ratio. 2021.
Application of machine learning on soil classification based ↗
Liu, J., Sauvin, G., & Yang, S.. Application of machine learning on soil classification based . 2021.
The role of excavation-induced pore water pressure reduction in the damage assessment for buildings: an application of the GIBV method ↗
Piciullo, L., Ritter, S., Langford, J., & Nadim, F.. The role of excavation-induced pore water pressure reduction in the damage assessment for buildings: an application of the GIBV method. 2021.
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