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Published byKenzie Jennison Modified over 9 years ago
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Prof. Roger FRANK CERMES (ENPC-LCPC) Tokyo IWM August 2004 PRESENT ISSUES IN DESIGN AND CONSTRUTION OF MICROPILE SYSTEMS
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1) Present state of European Norms (design, construction and testing) 2) Need for well documented field tests and case histories 3) Control of installation effects
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1) CEN European standards
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CEN/TC 250Date: 2004-08 EN 1997-1 CEN/TC 250Secretariat: NEN Eurocode 7 Geotechnical design - Part 1: General rules Eurocode 7 Entwurf, Berechnung und Bemessung in der Geotechnik – Teil 1: Allgemeine Regeln Eurocode 7 Calcul géotechnique - Partie 1: Règles générales ICS : 93.020; 91.080.01
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Under preparation : Euronorm on pile load tests (from ETC3 work)
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2) Micropile design from well documented load tests and case histories
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LATERAL LOADING TEST
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AXIAL LOAD ON VERTICAL PILE Force (kN) Depth z (m) ( compression )
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AXIAL LOAD ON INCLINED MICROPILE Depth z (m) Force (kN)( traction )
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3) Installation effects
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_______ Movement of the water level ( sea tide, river flow) _______ Wooden piles : B = 0,30 m s/B = 4 Micropiles : B = 0,22 m s/B = 10
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STABILIZATION OF THE SETTLEMENTS AFTER MICROPILES INSTALLATION
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RAILWAY EMBANKMENT STABILIZED BY MICROPILES : Additional settlement due to the installation of the micropiles
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Thank you for your attention !
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