"Recommended design specifications for live load distribution to buried structures" - Information and Links:

Recommended design specifications for live load distribution to buried structures - Info and Reading Options

"Recommended design specifications for live load distribution to buried structures" was published by Transportation Research Board in 2010 - Washington, D.C, it has 75 pages and the language of the book is English.


“Recommended design specifications for live load distribution to buried structures” Metadata:

  • Title: ➤  Recommended design specifications for live load distribution to buried structures
  • Author:
  • Language: English
  • Number of Pages: 75
  • Publisher: Transportation Research Board
  • Publish Date:
  • Publish Location: Washington, D.C

“Recommended design specifications for live load distribution to buried structures” Subjects and Themes:

Edition Specifications:

  • Pagination: 75 p. :

Edition Identifiers:

AI-generated Review of “Recommended design specifications for live load distribution to buried structures”:


"Recommended design specifications for live load distribution to buried structures" Table Of Contents:

  • 1- Ch. 1. Introduction and Research Approach: Review and Evaluations of Relevant Experience, Soil Constitutive models and Software, 2D and 3D Modeling, Development of SDEs on Culvert Forces, Refined Analysis Guidelines
  • 2- Ch. 2. Findings: Review and Evaluation of Relevant Experience, Selection and Development of Refined Analytical Models, Development of SDEs, Effect of SDEs on Culvert Forces, Guidelines for Use of Refined Analysis Methods
  • 3- Ch. 3. Interpretation, Appraisal, and Applications: SDEs, Recommeded Changes to the AASHTO LRFD Bridge Design Specifications, Overall Design and Reliability Margin
  • 4- Ch. 4. Conclusions
  • 5- References.

"Recommended design specifications for live load distribution to buried structures" Description:

The Open Library:

This report provides recommendations to revise the AASHTO LRFD Bridge Design Specifications relating to the distribution of live load to buried structures. The report details the development of simplified design equations (SDEs) for structural response based on three-dimensional (3D) analysis of 830 buried culverts. In addition, the report provides guidelines for conducting 2D and 3D modeling for design situations with conditions not covered by the SDEs. The material in this report will be of immediate interest to roadway and bridge designers.

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