| contributor author | Paul | |
| contributor author | Doherty | |
| contributor author | Kenneth | |
| contributor author | Gavin | |
| date accessioned | 2017-05-08T21:48:00Z | |
| date available | 2017-05-08T21:48:00Z | |
| date copyright | September 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000901.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62703 | |
| description abstract | This paper presents the results of a field investigation into pile aging in soft clay that was conducted over a period of 10 years. Static load tests were conducted after the excess pore pressure generated by the installation of 6-m-long, driven concrete piles were fully equalized. These tests allowed the time-capacity aging profile to be established. A normalized capacity-time trend established for the case history is seen to be consistent with the response observed from a wider database of pile tests in clay compiled from the literature. A simple reliability-based design example is provided to highlight the positive impact that pile aging could have for industrial practice. | |
| publisher | American Society of Civil Engineers | |
| title | Pile Aging in Cohesive Soils | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 9 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000884 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 009 | |
| contenttype | Fulltext | |
