Evaluation of Undisturbed Sampling Techniques for Pumiceous Soils
dc.contributor.author | Stringer, Mark | |
dc.contributor.author | Orense, R. | |
dc.contributor.author | Cubrinovski, M | |
dc.contributor.author | Pender, M. | |
dc.contributor.author | Asadi, M. | |
dc.date.accessioned | 2016-09-26T00:45:49Z | |
dc.date.available | 2016-09-26T00:45:49Z | |
dc.date.issued | 2016 | en |
dc.description.abstract | Soils containing pumice or volcanic ash are found across much of the North Island. In some cases, these soils are encountered in their original depositional state while in others they have been transported and redeposited in an alluvial environment. The engineering behaviour of soil containing pumice may be significantly affected by three key characteristic properties of pumice: High crushability Low unit weight Presence of voids on the grain surface | en |
dc.identifier.uri | http://hdl.handle.net/10092/12769 | |
dc.language.iso | en | |
dc.publisher | Quake CoRE | en |
dc.rights | CC-BY 4.0 International | en |
dc.rights.uri | https://creativecommons.org/licenses/by/4.0/legalcode | |
dc.title | Evaluation of Undisturbed Sampling Techniques for Pumiceous Soils | en |
dc.type | Conference Contributions - Other |
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