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- Author: Houssam Khelalfa
- Publisher: LAP Lambert Academic Publishing
- ISBN-10: 6202518243
- ISBN-13: 9786202518246
- Format: 15.2 x 22.9 x 0.8 cm, minkšti viršeliai
- Language: English
- SAVE -10% with code: EXTRA
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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.
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- Author: Houssam Khelalfa
- Publisher: LAP Lambert Academic Publishing
- ISBN-10: 6202518243
- ISBN-13: 9786202518246
- Format: 15.2 x 22.9 x 0.8 cm, minkšti viršeliai
- Language: English English
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.
Reviews