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  1. Khurram Shehzad

    Sheet Pile Support by Vertical H-Beams

    EireChch, you are right, it is not the case of money only. We are also analyzing the available options. But cost is also a factor we can not ignore, we have to find a solution which will be safe and less costly. So if there is no other way than getting heavier section defiantly we will buy that...
  2. Khurram Shehzad

    Sheet Pile Support by Vertical H-Beams

    PEinc, sorry by mistake it shows 10m, excavation is 8m deep. I am proposing them for a higher section but it will cost money, this proposal is under consideration. steveh49, noted we can extend the beams to attach with the deadman, I will check the calculations.
  3. Khurram Shehzad

    Sheet Pile Support by Vertical H-Beams

    PEinc thanks, yes i also got very large beams with 1m spacing. We are pushing our client for any other bracing option then this. Thanks all of you for your time and help.
  4. Khurram Shehzad

    Sheet Pile Support by Vertical H-Beams

    Thanks all of you for your input. We do not have free space inside the excavation for horizontal or raker bracing that is why this vertical beam is under consideration. I am also attaching the image of the concept I am refereeing. Actually we have use this method in one previous excavation but...
  5. Khurram Shehzad

    Sheet Pile Support by Vertical H-Beams

    SlideRuleEra/geotechguy1, thanks for the reply drawings is attach. This design is as per our available sheet pile material. We can not spend more money to change our sheet piles, so most of the factors are unchangeable now except the H-beams. So kindly let me know if there is any thing you can...
  6. Khurram Shehzad

    Sheet Pile Support by Vertical H-Beams

    We have a 8m deep excavation in sandy soil, as per design we need to provide two levels of bracing. At top level (at 2m depth) we are using Deadman anchors. However, for 2nd level (waler is at 5m depth) our client is asking to install the H-beam in front of sheet piles so that load can be taken...
  7. Khurram Shehzad

    Driveability of Steel Casing in Soil

    Hi, I have to prove that a steel casing of OD 80cm is drivable by Vibro-hammer. The soil is loose to dense Sand . How can I calculate the casing drivabilty? KS
  8. Khurram Shehzad

    Structural Capacity of the Pile

    The Cross-section is circular with dia of 100cm. I need to design the 20m long pile reinforcement.
  9. Khurram Shehzad

    Reference of the Pile Skin Friction with SPT

    I came across a relationship in which Pile Unit Skin Friction is calculated with SPT values as follows; f (unit skin friction) = 3 N(spt) I could not find the reference of it, is any body know the reference.
  10. Khurram Shehzad

    Structural Capacity of the Pile

    Thanks, I will just try to understand and will avoid any critical thing by myself. I am studding this example it has minor calculation mistakes, but anyway it is a good example.
  11. Khurram Shehzad

    Structural Capacity of the Pile

    Thanks Eriechch, you are right but I don't have a choice. I will study this design and try to understand the inputs.
  12. Khurram Shehzad

    Structural Capacity of the Pile

    Thanks HotRod10, yes I got the moments and share with the Allpile. I have a design which calculated the reinforcement using the S-Concrete. I am studding it and I will utilize this to design the shaft. No structure engineer is available here and company does not want spend money to some exterior...
  13. Khurram Shehzad

    Structural Capacity of the Pile

    It is bored pile. Actually I never do the design of the column, can you please suggest me any software which can perform this analysis.
  14. Khurram Shehzad

    Structural Capacity of the Pile

    Hi guys, I have to design the pile. I know how to calculate the compression and uplift pile capacity. But i don't know how to calculate the structural capacity for compression, uplift and lateral. Can you please help me and guide how to do the complete pile design. Any link or software...

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