Shore approach trenching/backfilling
Shore approach trenching/backfilling
(OP)
It seems DnV do not have any recommended practice for calculation of shore approach trench depth and the thickness and type of backfill.
I found a common value of 1m for covering the pipeline (1m backfilling over top of pipeline).
Does anyone have a good reference for:
What shall be checked? (liquidification of soil, etc.?)
and what is the criteria?
I found a common value of 1m for covering the pipeline (1m backfilling over top of pipeline).
Does anyone have a good reference for:
What shall be checked? (liquidification of soil, etc.?)
and what is the criteria?





RE: Shore approach trenching/backfilling
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