Cyclic relationship between saturation and tensile strength in the near-surface zone of infrastructure embankments

Stirling, R.A.; Hughes, P.N.; Davie, C.T.; Glendinning, S.

doi:10.1201/b17034-219

Cyclic relationship between saturation and tensile strength in the near-surface zone of infrastructure embankments

Stirling, R.A.; Hughes, P.N.; Davie, C.T.; Glendinning, S.

Authors

R.A. Stirling

Professor Paul Hughes paul.hughes2@durham.ac.uk
Professor

C.T. Davie

S. Glendinning

Contributors

N. Khalili
Editor

A.R. Russell
Editor

A. Khoshghalb
Editor

Citation

Stirling, R., Hughes, P., Davie, C., & Glendinning, S. (2014). Cyclic relationship between saturation and tensile strength in the near-surface zone of infrastructure embankments. In N. Khalili, A. Russell, & A. Khoshghalb (Eds.), Unsaturated soils : research and applications : proceedings of the Sixth International Conference on Unsaturated Soils, UNSAT 2014, Sydney, Australia, 2-4 July 2014 (1501-1505). CRC Press/Balkema. https://doi.org/10.1201/b17034-219

Publication Date	Jun 5, 2014
Deposit Date	Jan 11, 2016
Publicly Available Date	Mar 14, 2016
Pages	1501-1505
Book Title	Unsaturated soils : research and applications : proceedings of the Sixth International Conference on Unsaturated Soils, UNSAT 2014, Sydney, Australia, 2-4 July 2014.
Chapter Number	203
ISBN	9781138001503
DOI	https://doi.org/10.1201/b17034-219

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Copyright Statement
This is an Accepted Manuscript of a book chapter published by Routledge in Unsaturated Soils: Research & Applications on 05/06/2014, available online: http://www.routledge.com/9781138001503