Please looked at recently published ASCE journal "Practice Periodical on Structural Design and Construction" May 2008.
Mr. David Buerr has published four papers on this subject.
He also gave ahand calculation example.
Good luck
Structure33
Please looked at a paper On
"Check pipe support orientation" by: C.V.Char
Hydrocarbon Processing, Sept. 1975, pp. 207-212.
You need Mr. char paper to desig your case. He has given detail structural calculations of pipe support with different cases.
TTUengr51
Based your case and discussion of other members, Please looked at Chapter 4 of "Ground bearing Concrete Slabs" By John Knapton published by Thomas Telford, 2003. This book used to available from the ASCE Books Store.
Another publication is by British Cement Association
"Concrete...
Myoho
You could looked at the following publications
1. Ship collision with bridges
IASBE Structural Engineering Documents 4, 1993
2. Bridge and Pier Protective Systems and Devices
By: K,N, Derucher and C.P. Heins
Marcel Dekker, Inc, NY,NY 1979
namron2
In response to your point # 5, please read paper published ASCE Geotechnical Journal Dec. 2007, (paper by: J.Brian Anderson et al. (pp.1494-1502). You may draw your own conclusion.
Herewegothen,
I am not sure about the relationship between "k" and bearing pressure. I did find the relationship between passive pressure and "k" for pile design.
If you are looking for this information, please look at the article in ASCE CIvil Engineering, May 1969, pp.65-66.
("Side Bearing...
Designsimply
Dr. Arya et al. have published long-hang design examples in his book as well as same examples published in "Hydrocarban Processing" Journal(I think around mid 1970s.) If you are looking for more long hand examples, Please look at
A. Major (Alexander Major) Book, Collects...
herewegothen
Please see "Design Analysis of Beams, Circular Plates and Cylindrical Tanks on Elastic Foundations" By: E.S. Melerski
Taylor & Francis Group Lindon, UK, 2006
This book has CD RAM to solve your problems/concerns
Vinny7
Did you look at Reynolds & Steedman Handbook? Also the published another book on BS 8110 Code
These two books would give you a solution to your prblem.
HTS
k2p
In piling for the horizontal loads,the horizontal sugrade reaction plays therole and for submerged (below water table)horizontal subgrade reaction is much lower than the dry sand subgrade reaction value.
Check Professsor Tarzeghi paper published in ICE Geotechnique and discussion by...
preetis
mssuared48 is right.
There are several unknown factors such as height of pole, flaking size etc.
you may design a pole based on restrained condition at foundation
HTS
Structural EIT
Please look at a German Paper by Professor Dr. Ing. W. Mann on RC members , Beton und Stahlbetonbau, Feb 1976
or Professor Dr. Tekn- M.P.Neilsen, Bygningsttatiske Meddeleser, No. 4, 1997.
HTS
