Essays about: "lateral resistance of the soil"
Found 4 essays containing the words lateral resistance of the soil.
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1. Pile subjected to lateral load : Analytical hand calculation implemented by programming
University essay from KTH/Byggteknik och designAbstract : The official recommendations in geotechnical engineering are according to Swedish practice to install inclined driven piles in order to resist external horizontal loads, which usually consist of windloads. These loads gets counteracted by utilizing the pile's axial load-bearing capacity, however when designing a foundation the use of inclined piles has proven to be problematic from a number of different perspectives. READ MORE
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2. Lateral resistance of short piles near slopes - a review of calculation methods
University essay from Lunds universitet/Avdelningen för Konstruktionsteknik; Lunds universitet/Institutionen för bygg- och miljöteknologiAbstract : Vid konstruktion av bullerskärmar så väljs vanligtvis pålning som grundläggningstyp. Det finns flera modeller som kan approximera ett krav på minsta pållängd beroende på olika typer jordförhållande och vindlast. READ MORE
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3. Investigation and Development of the Design Process for a Pile Group with and without Lateral Resistance from the Soil
University essay from Lunds universitet/Avdelningen för Konstruktionsteknik; Lunds universitet/Institutionen för bygg- och miljöteknologiAbstract : For bridges in weak ground conditions, piling is an appropriate type of foundation. To manually arrange the piles in a pile group is an iterative, time consuming process where the section forces in the piles must be verified for a large number of load cases. READ MORE
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4. Relationship between Shear-Wave Velocity and Consolidation Parameters of Peat
University essay from Lunds universitet/Geoteknik; Lunds universitet/Institutionen för byggvetenskaperAbstract : There is a need of developing methods for evaluating material parameters for peat. It is hard and costly to obtain undisturbed samples for laboratory testing of the peat. Therefore, in this thesis the possibility of using in situ measurements of the shear wave velocity for first order estimates of the consolidation parameters has been investigated. READ MORE