Abstract
Settlements in friction soil are one of today's controversial issues within geotechnics. Earthquakes, traffic, blasting and pile driving work generate vibrations to the existing buildings, causing settlements in friction soil and aesthetic, functional and structural damage. Nowadays the geotechnical engineers consider this as a complicated challenge because of external and unpredictable factors such as climate change. Climate changes affect the soil’s internal structure and its mechanical properties. Generally the friction soil is regarded as good soil, but can still have a risk behavior from a geotechnical perspective, especially in terms of cyclic or dynamic load impact.
The study aims to clarify how friction soil behaves under the influence of vibrations in various kinds. The study shows the identification of risks and the intervention methodologies in the early stages of construction plans and constructed buildings simultaneously.
A Swedish standard is also described in the study. This is based on blasting vibration in soil and is a method that estimates the permissible guideline values for vibration levels.
Information from literature and documentary videos have been analyzed and used for the writing of the theoretical part.
A model experiment has also been carried out at the end of the essay. The model experiment’s goal was to identify the impact of vibration in friction soil and settlement progress from a visual perspective.
The result of this work has shown that the cyclic and dynamic load impact generates settlements in friction soil, which in turn causes various types of damage to existing buildings built on this soil.
Keywords: settlement, buildings, vibrations, cyclic load impact, dynamic load impact, geotechnics, sand, friction soil, liquefaction.