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Consideration of Additional Pile Loads Due to Forces of Loading Friction in Soils Prone to Slump-Type Settlement
Authors:Krutov  V. I.
Affiliation:(1) Publicly owned joint-stock company Tsentr Social'noi Ékspertizy, Russia
Abstract:Basic factors affecting additional pile loadings due to forces of loading friction that develop during the slump-type settlement of soils under their own weight are described. Suggestions for determination of design loads on piles are given with consideration of these factors.
Keywords:piles  loading friction  soils prone to slump-type settlement
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