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BEARING PILES AND SECANT WALLS IN CONSTRUCTIONAL DESIGNS OF DEEP FOUNDATION

  • 1.  BEARING PILES AND SECANT WALLS IN CONSTRUCTIONAL DESIGNS OF DEEP FOUNDATION

    Posted 26 days ago

    IN THIS DISCUSSION OF THE SUBJECT TOPIC, FROM THE ENGINEERING POINT OF VIEW, IN REALITY IT IS IMPORTANT TO CONDUCT A PROPER PROFESSIONAL SURVEY BEFORE THE SITE SELECTION TO PREPARE DEEP FOUNDATION, A STRATA CONFIGURATION OF SEQUENCE I THINK IS A REALITY SUMMARY SOLUTION TO ENSURE BOTH SIDE ON THE CRITICAL LOADS BEARING CAPACITY AND WITH THE APPLICATION OF REINFORCE IN-SITU CONCRETE IS DONE ACCORDINGLY TO THE SPECIFICATIONS CODES OF STRUCTURAL DESIGNS DURING THE CONSTRUCTION OF DEEP FOUNDATIONS, AND MY QUESTION IS WHY SOME OTHER INSTANCES, THE VOLUMETRIC ANALYSIS ARE RARELY, TAKEN INTO CONSIDERATIONS IN SOME SPECIFIC DESIGNS PURPOSE WHEN PREPARING BASEMENTS, B1 B2,B3, UPTO GROUNDFLOOR, 00, FOR INSTANCE A CONSTRUCTION OF A BUILDING OF 100 STOREY.?



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    Davy Johnson Chigali GIT, S.M.ASCE
    manager
    Edenvale
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