Please use this identifier to cite or link to this item:
http://hdl.handle.net/11375/17856Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.advisor | Wilson, N. E. | - |
| dc.contributor.author | Greenwood, John Robert | - |
| dc.date.accessioned | 2015-08-05T15:15:32Z | - |
| dc.date.available | 2015-08-05T15:15:32Z | - |
| dc.date.issued | 1970-09 | - |
| dc.identifier.uri | http://hdl.handle.net/11375/17856 | - |
| dc.description.abstract | The effects of repeated loading on a normally consolidated,saturated silty clay, are compared to the effects of sustained loading and standard strength tests on the same material. Attention is given to axial strains and pore water pressures generated under the different loading conditions. | en_US |
| dc.language.iso | en | en_US |
| dc.subject | civil engineering | en_US |
| dc.subject | repeated loading | en_US |
| dc.subject | normally consolidated clay | en_US |
| dc.subject | axial strain | en_US |
| dc.subject | pore water pressure | en_US |
| dc.title | Repeated Loading of Normally Consolidated Clay | en_US |
| dc.contributor.department | Civil Engineering | en_US |
| dc.description.degreetype | Thesis | en_US |
| dc.description.degree | Master of Engineering (ME) | en_US |
| Appears in Collections: | Open Access Dissertations and Theses | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Greenwood_John_R_1970Sept_MEng.pdf | 24.27 MB | Adobe PDF | View/Open |
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