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Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materi...

Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materi...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_crossref_primary_10_1139_cgj_2016_0673

Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materials

About this item

Full title

Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materials

Publisher

Ottawa: NRC Research Press

Journal title

Canadian geotechnical journal, 2017-12, Vol.54 (12), p.1672-1681

Language

English

Formats

Publication information

Publisher

Ottawa: NRC Research Press

More information

Scope and Contents

Contents

For the French conventional railway lines, a layer, namely interlayer, was created in the substructure mainly by the interpenetration of ballast grains and subgrade soils. The in situ investigation indicated that the content of coarse grains decreases over depth. In this study, the resilient modulus and damping ratio of the unsaturated lower part o...

Alternative Titles

Full title

Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materials

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_crossref_primary_10_1139_cgj_2016_0673

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_crossref_primary_10_1139_cgj_2016_0673

Other Identifiers

ISSN

0008-3674

E-ISSN

1208-6010

DOI

10.1139/cgj-2016-0673

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