• Quantitative Evaluation of Bathymetric LiDAR Sensors and Acquisition Approaches in Lærdal River in Norway 

      Awadallah, Mahmoud Omer Mahmoud; Malmquist, Christian; Stickler, Morten; Alfredsen, Knut (Peer reviewed; Journal article, 2023)
      The development of bathymetric LiDAR technology has contributed significantly to both the quality and quantity of river bathymetry data. Although several bathymetric LiDAR sensors are available today, studies that evaluate ...
    • Quantitative Flood Risk Assessment in Drammenselva River, Norway 

      Hailemariam, Seble Fissha; Alfredsen, Knut Tore (Peer reviewed; Journal article, 2023)
      Floods are frequent natural hazards, triggering significant negative consequences for the economy every year. Their impact is expected to increase in the near future due to socio-economic development and climate change. ...
    • Quantm som erstatning for tradisjonelle linjevalgsmetoder 

      Matland, Ådne Himle (Master thesis, 2021)
      Quantm er et digitalt prosjekteringsverktøy fra teknologiselskapet Trimble som i de siste årene har fått mer og mer oppmerksomhet. Programmet skal angivelig gjøre valg og vurderinger av linjeføringer mer effektivt og ...
    • The Quest for a Precise Geoidal Height Model 

      Nahavandchi, Hossein (Peer reviewed; Journal article, 2004)
      The geoid is defined as an equipotential surface of the Earth�s actual gravity field inside the topographical masses on land (in most cases) and more or less coinciding with mean sea level at sea. Over the last decade, ...
    • Quick-clay landslide mitigation using potassium chloride 

      Helle, Tonje Eide (Doctoral theses at NTNU;2017:234, Doctoral thesis, 2017)
      Highly sensitive postglacial marine clays, termed quick clays, represent a risk for large retrogressive or progressive landslides such as the well-documented Rissa quick-clay landslide in 1978. Landslide susceptibility ...
    • Radial Consolidation of Pore Pressure Induced by Pile Driving 

      Bergset, Knut-Helge (Master thesis, 2015)
      Pile installation is recognized to significantly disturb the surrounding clay and cause changes in total and effective stresses around the pile. In this thesis, a numerical model is used to simulate pile installation and ...
    • Radial consolidation of pore pressure induced by pile installation 

      Olaussen, Anne Mestvedt (Master thesis, 2016)
      The soil surrounding a driven pile is subjected to varying degrees of soil disturbance during the installation, and experiences a complex combination of loading, unloading and reloading in the course of the life cycle of ...
    • Radon barriers: A state-of-the-art review and future opportunities 

      Molin, Erik Alexander; Mørch, Maria Elisabeth (Bachelor thesis, 2023)
      Forskjellige løsninger for radonsperrer har blitt sammenlignet og studert. Kommersielle radonsperrer og andre materialer har blitt satt opp mot hverandre for å vise hvilke av de som kan være velfungerende barrierer. De ...
    • Radon barriers: A state-of-the-art review and future opportunities 

      Mørch, Maria Elisabeth; Molin, Erik Alexsander (Bachelor thesis, 2023)
      Forskjellige løsninger for radonsperrer har blitt sammenlignet og studert. Kommersielle radonsperrer og andre materialer har blitt satt opp mot hverandre for å vise hvilke av de som kan være velfungerende barrierer. De ...
    • Railway Ballast Characteristics, Selection Criteria and Performance 

      Nålsund, Roar (Doktoravhandlinger ved NTNU, 1503-8181; 2014:259, Doctoral thesis, 2014)
      This work is a comprehensive investigation to find to what extent simple laboratory tests e.g. Los Angeles abrasion and micro-Deval might be suitable for predicting real railway ballast performance with respect to deformation ...
    • Railway ballast stabilising agents: Comparison of mechanical properties 

      Barbieri, Diego Maria; Tangerås, Marius; Kassa, Elias; Hoff, Inge; Liu, Zhuangzhuang; Wang, Fusong (Peer reviewed; Journal article, 2020)
      Expensive and time-consuming maintenance operations are routinely performed to preserve the ballast mechanical properties in railway lines. Binding agents are used for ballast stabilisation. Four different additives based ...
    • Rain Intrusion Through Horizontal Joints in Façade Panel Systems - Experimental Investigation 

      Støver, Eva Armstrong; Sundsøy, Marte Haugen (Master thesis, 2022)
      Plane plater er vanlig å bruke som fasadekledning på store bygninger i Norden. Fasadeplatene anbefales å monteres med horisontale og vertikale fuger for å tillate temperatur- og fuktbevegelser. De vertikale fugene antas å ...
    • Rain Intrusion Through Horizontal Joints in Façade Panel Systems - Experimental Investigation 

      Støver, Eva Armstrong; Sundsøy, Marte Haugen (Master thesis, 2022)
      Plane plater er vanlig å bruke som fasadekledning på store bygninger i Norden. Fasadeplatene anbefales å monteres med horisontale og vertikale fuger for å tillate temperatur- og fuktbevegelser. De vertikale fugene antas å ...
    • Rain Intrusion through Horizontal Joints in Façade Panel Systems - Experimental Investigation 

      Støver, Eva Armstrong; Sundsøy, Marte Haugen; Andenæs, Erlend; Geving, Stig; Kvande, Tore (Peer reviewed; Journal article, 2022)
      Façade panel systems with horizontal open joints are commonly used on larger buildings in Nordic countries. Excessive water intrusion through open joints may cause deterioration of the façade, a concern exacerbated by ...
    • Rain resistance of open-joint facade claddings – Experiences from laboratory measurements 

      Geving, Stig; Time, Berit; Kvande, Tore (Peer reviewed; Journal article, 2023)
      Façade claddings with open joints are commonly used in large buildings in Norway. Plane façade panels of fibre cement and high-pressure laminate boards are usually fabricated using joint width of 5 – 10 mm, while solar ...
    • Rain resistance of windows – Lessons learned from two decades of laboratory testing 

      Gullbrekken, Lars; Gransjøen, Therese; Andenæs, Erlend; Time, Berit; Kvande, Tore (Peer reviewed; Journal article, 2023)
      Windows are important in buildings intended for human activities as they let in daylight and provide views. However, they may also be vulnerable in terms of heat loss, air leaks, rain tightness, and durability. In Nordic ...
    • Rainfall-Induced Landslides in a Changing Climate 

      Oguz, Emir Ahmet (Doctoral theses at NTNU;2022:187, Doctoral thesis, 2022)
    • Rammeavtaler for bygge- og anleggsarbeid i Statens vegvesen 

      Kolnes, Truls (Master thesis, 2017)
      Denne oppgaven omhandler erfaringer og bruk av rammeavtaler for bygge- og anleggsarbeid i Statens vegvesen, der eksisterende bruk, erfaring og eventuell fremtidig bruk kartlegges og diskuteres. Forskningsmetoden som er ...
    • Rammeverk for klimatilpassing av bygningar 

      Kvande, Tore; Time, Berit; Gullbrekken, Lars; Sivertsen, Edvard; Gaarder, Jørn Emil; Elvebakk, Kristin (Klima 2050 Report;, Research report, 2023)
    • Random sets-based system for geotechnical soundings density estimation 

      Boumezerane, Djamalddine (Chapter, 2015)
      The required number of soundings for geotechnical site investigation depends on different factors such as geology of the site, soil variability and the type of project to build. Indications on the number of soundings are ...