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  • Users: Djidji444
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  1. Djidji444

    PIPELINE UPLIFT/BUOYANCY CONTROL

    Hello, I have a question for the calculation of buoyancy/uplift on the pipe in the ground during the construction phase of the pipeline (a trench is dug and the pipeline is placed on the ground only). According to the geotechnical studies, the assumption that the underground water level is at...
  2. Djidji444

    Underground protective pipe calculation

    Does anyone have calculation formulas for how to calculate moments and forces per meter for a pipe loaded like this(as in the picture below), which is actually a buried protection pipe of an oil pipeline? In other words, how to calculate stresses and thus determine whether the adopted...
  3. Djidji444

    GROUP OF PILES - EUROCODE 7

    Hello! Does Eurocode 7 cover the calculation of the bearing capacity of a group of piles and the calculation of the settlement of a group of piles? and if not, how to check these calculations and stay within Eurocode 7? Should you check these calculations at all if you are doing a pile...
  4. Djidji444

    Punching shear perimeter - EUROCODE

    Hello :) I am interested in where the critical section is located when I look at the puching of a column or pile through the footing. Unfortunately, I have very limited space for the pile footing (pile cap) and really big tension and pressure forces in the columns (therefore also in the piles)...
  5. Djidji444

    Negative pressure at footing-soil interface

    Hello, Does anyone know if there is a limit according to the Eurocode in the sense of: what percentage of the foundation can be under 'tension' (i know that isn't real tension), but I have extremely eccentrically loaded foundation footing and I am interested in whether according to the Eurocode...

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