Exemplary study of pile foundations
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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.
| Quantity | Price | Discount |
|---|---|---|
| List Price | $68.30 |
Non-returnable discount pricing
$68.30
Book Information
| Publisher: | Independently Published |
|---|---|
| Publish Date: | 06/26/2019 |
| Pages: | 126 |
| ISBN-13: | 9781076393661 |
| ISBN-10: | 1076393667 |
| Language: | English |
Full Description
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.
