Numerical study on the effect of rigid inclusions on existing railroads

Author:

Wang Dong12,Sánchez Marcelo1ORCID,Briaud Jean‐Louis1

Affiliation:

1. Zachry Department of Civil EngineeringTexas A&M University College Station Texas U.S.A.

2. Pells Sullivan Meynink G3 56 Delhi Rd. NSW 2113 Australia

Funder

Association of American Railroads

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference120 articles.

1. U.S. Department of Transportation Research and Innovative Technology Administration Bureau of Transportation Statistics.Freight in America A New National Picture January2006.

2. U.S. Department of Transportation Federal Railroad Administration.National Rail Plan Moving Forward September2010.

3. National Transport Commission NTC Australia.Who moves what where—freight and passenger transport in Australia Final Report August2016.

4. Permeability of geotextile‐included railroad bed under repeated load;Saxena SK;Geotext Geomembr,1986

5. Remediation of mud pumping on a ballasted railway track;Hudson A;Proc Eng,2016

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1. 3D numerical modeling of a rigid inclusion reinforced railway embankment under cyclic loading;Transportation Geotechnics;2023-07

2. The Effect of Rigid Inclusions on the Dynamic Response of Highway Embankment;Engineering, Technology & Applied Science Research;2023-02-01

3. Estimation of the piled embankment critical height: a systematic review;Innovative Infrastructure Solutions;2023-01-30

4. Rigid inclusion ground improvements as an alternative to pile foundation;IOP Conference Series: Materials Science and Engineering;2020-06-01

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