Strain Accumulation Due to Cyclic Loadings
The formation of plastic strains in non-cohesive soils due to large number of loading cycles is a phenomenon of great importance in geotechnical and civil engineering. It constitutes a considerable cause for failures and deformations in various types of engineering applications including pavements....
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| Format: | Others |
| Language: | English |
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Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser
2018
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-68039 |