Essays about: "Förbifart Stockholm"
Showing result 1 - 5 of 9 essays containing the words Förbifart Stockholm.
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1. Back analysis of rock mass properties in the regional fault zone under Lake Mälaren
University essay from KTH/Jord- och bergmekanikAbstract : The properties of the surrounding rock mass in underground projects have significant impacts on the design and construction. However, it is quite challenging to evaluate rock mass properties due to the great uncertainties of the geological conditions. READ MORE
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2. Tunnel Seismic Prediction in Stockholm Bypass
University essay from KTH/Jord- och bergmekanikAbstract : Tunnel Seismic Prediction (TSP) is a geophysical investigation method used to predict the rock conditions ahead of the tunnel face. The method has been used in different types of rock and rock conditions. READ MORE
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3. Stochastic Settlement Model Including Creep Effects : Simulation of Groundwater Induced Subsidence
University essay from KTH/Hållbar utveckling, miljövetenskap och teknikAbstract : When underground openings are constructed, groundwater inflow can occur, which might lead to ground settlements, namely in clay. In these types of construction projects, it is beneficial to be able to quantify risks related to these settlements. A framework developed by Sundell et al. (2019, Risk Analysis, Vol. READ MORE
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4. The Impact of Fracture Orientation on the Choice of Grout Fan Geometry - a Statistical Analysis
University essay from KTH/Jord- och bergmekanikAbstract : Water ingress into rock tunnels is a problematic phenomenon – especially in urban areas – as a lowered groundwater table may cause harmful settlements. Furthermore, too much ingress can be an incentive for the environmental court to halt the tunnel process, in order to protect the nature as part of a national interest. READ MORE
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5. Modeling contingency infiltration scenarios in MODFLOW : Stockholm Bypass and tunnel induced groundwater drawdown
University essay from KTH/Hållbar utveckling, miljövetenskap och teknikAbstract : Subsurface constructions, such as tunnels, create hydrogeological challenges in mitigating risk of subsidence due to groundwater drawdown. Presenting readily made precautionary mitigation plans, such as strategically planned artificial recharge applications, can help effectivise the mitigation process. READ MORE