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Exemplary study of pile foundations - Houssam Khelalfa - Bog

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The present "GEOTECHNICAL Book" considers the following aspects: Geological and geotechnical characterization of foundation sites based on stratigraphic data (survey logs) and results of geotechnical surveys (in-situ and laboratory tests) carried out in different phases of study (Before Detailed Project -BDP and Study of Execution - ExS); Definition of the Reference Geological and Geotechnical Model for the project; Definition of the type of foundation and the piles selected for the sizing/ dimensioning calculation; Dimensioning of the elements of the foundation and verifications to the Ultimate Limit States (ULS); in particular, for piled foundations, the extreme loads/ stresses along the shaft (barrel) shall be determined; Calculations of the settlements in the Service Limits States (SLS); Estimation of the stiffness of the elastic springs at the base of the piles. Finally, we presented the Drawings and the Sequence of realization of the piles foundations.

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  • Sprog:
  • Engelsk
  • ISBN:
  • 9781076393661
  • Indbinding:
  • Paperback
  • Sideantal:
  • 126
  • Udgivet:
  • 26. Juni 2019
  • Størrelse:
  • 216x279x8 mm.
  • Vægt:
  • 422 g.
  • 2-3 uger.
  • 4. Juni 2024
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Beskrivelse af Exemplary study of pile foundations

The present "GEOTECHNICAL Book" considers the following aspects: Geological and geotechnical characterization of foundation sites based on stratigraphic data (survey logs) and results of geotechnical surveys (in-situ and laboratory tests) carried out in different phases of study (Before Detailed Project -BDP and Study of Execution - ExS); Definition of the Reference Geological and Geotechnical Model for the project; Definition of the type of foundation and the piles selected for the sizing/ dimensioning calculation; Dimensioning of the elements of the foundation and verifications to the Ultimate Limit States (ULS); in particular, for piled foundations, the extreme loads/ stresses along the shaft (barrel) shall be determined; Calculations of the settlements in the Service Limits States (SLS); Estimation of the stiffness of the elastic springs at the base of the piles. Finally, we presented the Drawings and the Sequence of realization of the piles foundations.

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