Repeated Loading of Normally Consolidated Clay
| dc.contributor.advisor | Wilson, N. E. | |
| dc.contributor.author | Greenwood, John Robert | |
| dc.contributor.department | Civil Engineering | en_US |
| dc.date.accessioned | 2015-08-05T15:15:32Z | |
| dc.date.available | 2015-08-05T15:15:32Z | |
| dc.date.issued | 1970-09 | |
| 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.description.degree | Master of Engineering (ME) | en_US |
| dc.description.degreetype | Thesis | en_US |
| dc.identifier.uri | http://hdl.handle.net/11375/17856 | |
| 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 |