Essays about: "Soft ground modelling"
Found 4 essays containing the words Soft ground modelling.
-
1. 3D geospatial data requirements for simulating noise using the Nord2000 model: Case study of the impact of building façade types and roof configurations on simulated traffic noise levels
University essay from Lunds universitet/Institutionen för naturgeografi och ekosystemvetenskapAbstract : The European Union implements the Environmental Noise Directive (END), which offers a framework for evaluating and assessing environmental noise. All EU members are required to create strategic noise maps to inform the public about noise pollution and its effects. READ MORE
-
2. Modelling and simulation of vibratory driven sheet piles - Development of a stop criterion
University essay from Lunds universitet/Byggnadsmekanik; Lunds universitet/Institutionen för byggvetenskaperAbstract : During excavations, steel sheet piles are often installed through vibratory driving, to establish a retaining wall that resists soil instability and ground water leakage. The method of vibratory driving is that the sheet pile is driven into the soil with a vertical vibratory motion. This is especially effective in soft soils. READ MORE
-
3. STAY : Mindfulness and Space
University essay from Umeå universitet/Designhögskolan vid Umeå universitetAbstract : The state of the art technology has been penetrated every corner of people's life. It is a path to transfer to a new way of life with the artificial intelligence and big data resources. The next generation of transportation should not only be a mobile accommodation or a productive studio. READ MORE
-
4. Buckling of End-Bearing Retaining Walls in Clay
University essay from KTH/Jord- och bergmekanikAbstract : The design of back-anchored retaining walls in Sweden has traditionally not included global elastic instability of the retaining wall as a possible failure mode. Eurocode 3 part 5 (SS-EN 1993-5) requires design of steel structural members for retaining walls to assess the risk of buckling if the normal force exceeds 4 % of the critical buckling load of the retaining wall. READ MORE