2013
DOI: 10.1007/978-94-007-7079-9_27
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Regulatory Framework for Road and Railway Construction on the Sensitive Clays of Norway

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Cited by 7 publications
(3 citation statements)
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“…Rail freight transport or road-rail intermodal freight transport is a strategy for reducing emissions compared to road or air transport and may be a more important strategy for goods transport in the future [232]. Storms, increased temperatures (average and sudden extremes), and precipitation/runoff contribute to landslides and avalanches, and this is a challenge for the railway network as some parts are located on sensitive clays susceptible to destabilisation [67,233]. Storms and heavy rainfall events have already led to serious damage in the Norwegian rail network [234].…”
Section: Slaughter and Processingmentioning
confidence: 99%
“…Rail freight transport or road-rail intermodal freight transport is a strategy for reducing emissions compared to road or air transport and may be a more important strategy for goods transport in the future [232]. Storms, increased temperatures (average and sudden extremes), and precipitation/runoff contribute to landslides and avalanches, and this is a challenge for the railway network as some parts are located on sensitive clays susceptible to destabilisation [67,233]. Storms and heavy rainfall events have already led to serious damage in the Norwegian rail network [234].…”
Section: Slaughter and Processingmentioning
confidence: 99%
“…To compensate this, an indirect approach is common in Scandinavia (i.e. the strength values are reduced by a factor in the calculation or the minimum allowable safety margin is increased (Oset et al 2014)). Fornes and Jostad (this volume) suggest that when a sensitive clay slope is subjected to an undrained load (e.g.…”
Section: Part Ii: Pre-failure and Failure Stagesmentioning
confidence: 99%
“…All Norwegian sensitive clays show some degree of strain softening behaviour, which means that the capacity is lower than for a perfectly plastic material. The current practice and regulations for sensitive clays in Norway are described by Oset et al (2014). Based on recommendations in NPRA (2014) and NVE (2014), it is typically only the soils classified as brittle or with high sensitivity that are corrected due to this strain softening behavior.…”
Section: Adjustment Based On Current Design Practicementioning
confidence: 99%