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Predicting the Compactability of Artificially Cemented Fine-Grained Soils Blended with Waste-Tire-De...

Predicting the Compactability of Artificially Cemented Fine-Grained Soils Blended with Waste-Tire-De...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2810733379

Predicting the Compactability of Artificially Cemented Fine-Grained Soils Blended with Waste-Tire-Derived Aggregates

About this item

Full title

Predicting the Compactability of Artificially Cemented Fine-Grained Soils Blended with Waste-Tire-Derived Aggregates

Publisher

New York: Springer US

Journal title

Transportation infrastructure geotechnology, 2023-06, Vol.10 (3), p.365-390

Language

English

Formats

Publication information

Publisher

New York: Springer US

More information

Scope and Contents

Contents

This study investigates the possibility of extending the specific gravity ratio (SGR) modeling framework, originally developed for predicting the compaction properties of unamended fine-grained soils (with no binder) blended with tire-derived aggregates (TDAs), to artificially cemented soil–TDA blends. This was achieved by performing comprehensive...

Alternative Titles

Full title

Predicting the Compactability of Artificially Cemented Fine-Grained Soils Blended with Waste-Tire-Derived Aggregates

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_proquest_journals_2810733379

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2810733379

Other Identifiers

ISSN

2196-7202

E-ISSN

2196-7210

DOI

10.1007/s40515-021-00214-2

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