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Wetland Trail Design and Construction [Seltember 2001 Edition] USDA USDOT

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Item specifics

Condition
Like New: A book that looks new but has been read. Cover has no visible wear, and the dust jacket ...
ISBN
9781304069511
Book Title
Wetland Trail Design and Construction (2007 Edition)
Item Length
11in
Publisher
Lulu Press, Inc.
Publication Year
2013
Format
Trade Paperback
Language
English
Item Height
0.2in
Author
Robert T. Steinholtz, Brian Vachowski, USDA Forest Service
Genre
Sports & Recreation
Topic
General
Item Width
8.5in
Item Weight
10.1 Oz
Number of Pages
90 Pages

About this product

Product Information

This book is specifically designed as a guide to highway engineers. It was used as a textbook for the FHWA training courses on the above title. Several methods of analysis and design of piles under lateral loading are in use. Two methods are presented: the method of Broms, and the method where nonlinear soil-response curves, p-y curves, are employed. The latter method is given prominence because of its versatility. A computer program is presented for solving the equations giving pile deflection, rotation, bending moment, and shear. An iterative procedure is employed internally in the computer program because of the nonlinear response of the soil. Nondimensional curves are presented that can be used for "hand" solution of the differential equation. Nondimensional solutions are useful as a means of checking computer output and to provide insight into the nature of the problem.

Product Identifiers

Publisher
Lulu Press, Inc.
ISBN-10
1304069516
ISBN-13
9781304069511
eBay Product ID (ePID)
15050090535

Product Key Features

Book Title
Wetland Trail Design and Construction (2007 Edition)
Author
Robert T. Steinholtz, Brian Vachowski, USDA Forest Service
Format
Trade Paperback
Language
English
Topic
General
Publication Year
2013
Genre
Sports & Recreation
Number of Pages
90 Pages

Dimensions

Item Length
11in
Item Height
0.2in
Item Width
8.5in
Item Weight
10.1 Oz

Additional Product Features

Target Audience
Trade

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