Rank: Guest
|
Posted By prads
Can anyone share a general risk assessment for sheet piling?
Regards,
Prads
|
|
|
|
Rank: Guest
|
Posted By Bob Youel
in order to help you much more detail is required
|
|
|
|
Rank: Guest
|
Posted By prads
Hi Bob,
We are planning to do sheet piling to support an excavation for pipe laying activities. For this we are using a 50T mobile crane and vibro-hammer. The sheets are going to be driven to a depth of 6m (till hitting the hard strata) and after driving the sheets for 50 m on both sides, excavation will be done. Piles will be laid and the trenches back filled. The same procedure will be repeated after removing the earlier driven sheets. As i have not undertaken an activity similar to this before, I thought of seeking help.
Regards,
Prads
|
|
|
|
Rank: Guest
|
Posted By A Campbell
Prads,
It may be of benefit to request a risk assessment from the contractor doing the piling work and if separate the excavation in order to assist you in a full picture of the work being undertaken and a full blown assessment?
|
|
|
|
You cannot post new topics in this forum.
You cannot reply to topics in this forum.
You cannot delete your posts in this forum.
You cannot edit your posts in this forum.
You cannot create polls in this forum.
You cannot vote in polls in this forum.