This research investigates the effects of foundation methods in cohesive soils, particularly
within the soft clay of Gothenburg. These soils often encounter issues such as mass
intrusion, leading to instability. The study aims to analyze suitable methods to reduce
mass intrusion in the form of horizontal movements. It includes a thorough literature
review to understand existing knowledge, as well as field studies to collect data on soil
characteristics and behavior.
The study's results suggest that adapting the piling sequence and utilizing techniques to
minimize soil movements can significantly decrease the risk of damage to existing
structures. By selecting appropriate piling methods and applying geotechnical strategies,
project safety and sustainability can be greatly enhanced.
The application of identified strategies and techniques can contribute to a safer and more
sustainable urban development in Gothenburg and other areas facing similar geotechnical
challenges. Using scientific methods and well-founded strategies, geotechnical risks can
be effectively managed, enabling safer and more sustainable urban development. This
study contributes to the overall understanding of geotechnical processes and applications,
guiding future research and practice in the area.