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1. Footing with Settlement-Reducing Piles in Non-Cohesive Soil
Sammanfattning : Although the design concept based on the idea of limiting the settlement of footings by settlement-reducing piles is gaining more and more support, there have been very few experimental studies of the behaviour of piled footings in non-cohesive soil. The influences of the contact between the pile cap and the soil on the capacity and the load-settlement behaviour of a piled footing are considerable but this has not been well understood. LÄS MER
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