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Consideration of Additional Pile Loads Due to Forces of Loading Friction in Soils Prone to Slump-Type Settlement

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Soil Mechanics and Foundation Engineering Aims and scope

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.

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REFERENCES

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  8. V. I. Krutov and I. S. Arutyunov, “Anti-friction coatings for reduction of additional loads on piles due to loading friction,” Osn., Fundam. Mekh. Gruntov, No. 5, 18-20 (1989).

  9. Yu. A. Bagdasarov and A. Z. Gister, “Determination of soil resistance along the lateral surface of cast-inplace piles from results of static probing,” Osn., Fundam. Mekh. Gruntov, No. 6, 14-18 (1990).

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  1. Publicly owned joint-stock company Tsentr Social'noi Ékspertizy, Russia

    V. I. Krutov

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  1. V. I. Krutov
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Krutov, V.I. Consideration of Additional Pile Loads Due to Forces of Loading Friction in Soils Prone to Slump-Type Settlement. Soil Mechanics and Foundation Engineering 40, 227–232 (2003). https://doi.org/10.1023/B:SMAF.0000017574.87413.1c

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  • DOI: https://doi.org/10.1023/B:SMAF.0000017574.87413.1c

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