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  • Users: chadegani
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  1. chadegani

    PILE ROTATIONAL STIFFNESS

    I HAVE MODELED A PILE FOUNDATION IN SAFE WITH COLUMN SUPPORT BENEATH THE FOUNDATION. PILES TOP CONNECTION IN PILE CAP ARE FIX . FOR FILLING OF SPRING CONSTANT WE USE AXAIL STIFFNESS FROM PILE AXIAL COMPRESSION TEST ( SOIL REPORT DATA ). BUT I DON'T NOW HOW I CAN FILL THE ROTATIONAL STIFFNESS...
  2. chadegani

    what's the best method?

    HI WE HAVE THE PETROCHEMICAL PLANT AND HEAVY EQIPMENT IN IT, SOIL STRATIFICATION CONSISTING VERY WEAK CL (LOW PLASTIC CLAY WITH SOME SAND LENSES ), WE HAVE STIFF LAYER IN DEPTH 22 m. & WATER ELEVATION IS 1 METER BELOW G.EL. WHAT'S THE BEST METHOD FOR SOIL IMPROVING (EXCEPT PILE) IN THIS STATE.
  3. chadegani

    crane design

    hi where can i download usefull information about designing overhead cranes beam thanks alot
  4. chadegani

    shell elements big or small?!!

    hi when i want to have a foundation with 10m2 area and square shap how can i choose the size of shell elements? in the using graphic results for design which one should be consider : moments with averaging all joints or non averaging? thanks

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