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  1. chekre

    pile load test

    Hello, i have a preliminary pile load test where a central pile if being placed between 4 anchor piles. The designer is requesting a maximum load of 2 times the service pile load capacity along with a high strain dynamic test. Generally, once the pile is subject to the ultimate pile load test...
  2. chekre

    Pile near a deep excavation

    Elevations in meters The piles are 15 m.deep Concrete pile @ 2.5m spacing (80cm diamater) Friction piles There will be no new piles. Watertank is founded on a mat foundation but i dont want to disturb the soil near the piles so i am asking abou the minimum distance between the pile and any...
  3. chekre

    Pile near a deep excavation

    I have a building which has already been constructed supported on piles and a mat foundation. The bottom of the raft is -1.9. A watertank has been added recently. It is composed of one basement, ground and a roof. The bottom of its raft is -6.4. I would like to know what is the minimum distance...
  4. chekre

    delay in the concreting of one of the piles

    I am not the designer. No enlarged bearing area at the bottom of the pile so probably friction pile.
  5. chekre

    delay in the concreting of one of the piles

    Yes exactly except that they have almost reached the required depth.
  6. chekre

    delay in the concreting of one of the piles

    Good day, During the excavation of the piles under a bridge, one of the piles has been excavated and the machine broke down. Therefore, concretre couldnt be placed inside the pile for more than 24 hours. The machine will be fixed this night and today will be ready. the pile is filled with...

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