Recent content by ANSIF

Dear colleagues, I wonder if someone can direct me to a technical document where I can find recommendations of the practical use of dowels in RTG cranes runways. Thanks a lot.

Hello there: I am trying to get the PAVE 2008 software to disign rigid pavements. I have tried to find it in the WEB unsuccesfully. I hope you can guide me in order to get this software. I appreciate your help Thanks

[b]Dear colleagues, any suggestion to broadly estimate the embedding which can report a breakwater built on a seabed composed of loose sand, N from 2 to 8 blows, and 8 to 10 m thick. By "embedding" I mean the effect of shifting sandy soil due the falling speed of rock fragments on the seabed...

Civil Tech gave me an obvious answer and showed little interest in the subject. I appreciate the tip, PEinc.

Dear colleges About the Allpile program, I wonder if someone knows the criteria (author) used in order to evaluate the bearing capacity for drilled shafts in rocks. Unfortunately the available manual does not have an updated version. The program measures the bearing capacity from an initial...

Thank you Bob, I appreciate your comment. Don’t you have a photograph or a drawing of this splice? Anyway thanks again.

Someone knows if there is a splice type in precast concrete piles that, at same time, allows the use of jetting water in order to facilitate the installation? I am talking about 60 cm (24”) square piles and 40 m length. Thankyou

Dear colleagues, somebody can tell me how to get a copy of the "Third Edition of the British Ports Association Heavy Duty Pavement Design Manual ". I have already tried, without success, with the British Association. I also tried to see the "Background to the Third Edition" from the Eng...

Thanks BigHarvery, and I apology because I gave you a wrong idea of my question. I really meant the use of platforms consisted of an isolated concrete deck (cap) supported on concrete or steel piling. This platform is used as a mooring structure (mooring platform) and is not designed to...

Thanks CoEngineer, but there in not a post or thread about "lateral load" in piles.

Thanks BigHarvey Well, this is really a big lateral displacement. I was expecting a shorter value. Let me tell you, I am using the AllPile program and evaluating the behavior of 56 and 60” Ø steel open pipes for a mooring dolphin. I read this from R. L. Mokwa and I quote “…Pile Displacement...

Dear Colleges: In order to evaluate an admissible lateral load, according to your experience, what could be an allowable lateral displacement for the pile head of a mooring dolphin?. In my case I have 20 m depth of water. Thanks for your comments.

Arabianhammerhead, thank you for your comment. Garretk, I appreciate yoor proposal, greetings. Panars, Thank you also for the tip. Greetings. Really Thank you all.

Dear Colleagues, someone knows if apart from the Pile Dynamics, Inc., there is other company that manufactures equipment to develop dynamic load testing and pile driving monitoring (Pile Driving Analyzer, PDA). Thank you

Dear Panars, I truly thank your help. Finally I could read correctly the paper. Best regards