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Author:
CWL
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2005-02-15 |
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CUURENTLY I AM HANDLING A PROJECT WHERE 200X200 RC PRECAST PILES HAS BEEN CHOSEN. IT'S PREDICTED THAT THE FOUNDING DEPTH OF HARD LAYER IS AT ABOUT 45M. THEREFORE 200X200 PILE WITH 7 JOINTS IS TO BE USED SINCE THE SMALL PILE SIZE COMES ONLY WITH 6M LENGTH.
MY CONCERN IS 7 JOINTS IS A PILE SEEMS TOO MANY AND CAN ANYBODY LET ME KNOW HOW TO FIGURE OUT THE MAXIMUM ALLOWABLE NUMBER OF JOINT IN A PILE.
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Return
to subject 'Piling'
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Follow-ups:
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Subject:
THE EFFECT OF MANY JOINTS IN A PILE 