Geotechnical design - PowerPoint PPT Presentation

SHALLOW FOUNDATIONS – PART IV

SHALLOW FOUNDATIONS – PART IV. M. Zoghi, Ph.D., P.E. Geotechnical Design Fall 2007. http://www.ce.washington.edu/~liquefaction/html/quakes/niigata/niigata.html.

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1) NF P 11-212 - DTU 13.2 (1978 &amp; additional modifications 1991) II ) Fascicule 62 titre V

FRENCH CODE. 1) NF P 11-212 - DTU 13.2 (1978 &amp; additional modifications 1991) II ) Fascicule 62 titre V III) Euro Code 7 : Geotechnical Design. DTU 13.2. Micropiles : - Drilled - Diameter &lt; 250 mm. Classification based on the method of grouting. Design :.

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Author * ANA TEIXEIRA Supervisors : António Gomes Correia, António Abel Henriques (FEUP)

VALUABLE INFORMATION FROM RELIABILITY ANALYSIS OF A PILE FOUNDATION. Author * ANA TEIXEIRA Supervisors : António Gomes Correia, António Abel Henriques (FEUP) * AnaCMTeixeira@civil.uminho.pt. SFRH/BD/45689/2008.

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Geotechnical design - PowerPoint PPT Presentation

SHALLOW FOUNDATIONS – PART IV

1) NF P 11-212 - DTU 13.2 (1978 &amp;amp; additional modifications 1991) II ) Fascicule 62 titre V

Author * ANA TEIXEIRA Supervisors : António Gomes Correia, António Abel Henriques (FEUP)

1) NF P 11-212 - DTU 13.2 (1978 & additional modifications 1991) II ) Fascicule 62 titre V