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Spetsbärförmåga hos betongpålar slagna i friktionsjord


The purpose of this study was to build a database for point-bearing piles in dense noncohesive soil, predominantly moraine. Further, the database was analysed and areas with difficult geotechnical conditions was identified.The database includes for point-bearing piles driven to refusal in moraine. Piles with mainly shaft friction have been excluded. Only concrete piles have been included. Geographically the database covers almost all geotechnical conditions of Sweden. The total amount of piling projects is 110 and the total amount of piles is 600.For contractors, foundation work is usually connected with a lot of uncertainty and risk, concerning the estimating of time and cost. During the design stage of foundation construction the database can be a useful tool to estimate suitable loads on the piles.The data was analysed further with different statistical method. Possible reasons for low bearing capacity, in some projects, have also been investigated.

Författare

Lena Elvin Markus Dangré

Lärosäte och institution

Uppsala universitet/Institutionen för geovetenskaper

Nivå:

"Uppsats för yrkesexamina på avancerad nivå". Självständigt arbete (examensarbete) om 30 högskolepoäng utfört för att erhålla yrkesexamen på avancerad nivå.

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