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Thanks for your post, and yes it is possible to anchored the mats because the pile bents are spaced 20 feet apart. Do you know the typical spacing of between mat segments? V/r

I am looking to get my hands on a paper written in JHE "Estimating bottom stress in tidal boundary layer from Acoustic doppler velocimeter data. Kim et all (2000), and have not yet attained it. However, in my search I found two usefull links to get PDFs. http://www.pdfli.com/...

Client wants to deepen adjacent to their wharf. The wharf is pile supported by 24" square prestressed concrete piles driven to refusal. The fronting piles are five feet off center from the face of the berth. However, the depth of cut is at the upper limit of limestone... yes the same limestone...

I have question on determining critical particle velocity for a concrete wharf, or the natural frequency of the structure. Blasting operations will be near the structure and need to provide a upper limit which a blaster cannot exceed. Is there a proven method which I can quickly calculate or...

Hello Tippers, I have question on determing critical partical velocity for a concrete wharf, or the natural frequency of the structure. Blasting operations will be near the structure and need to provide a upper limit which a blaster cannot exceed. Is there a proven method which I can quickly...