| contributor author | Hoyoung | |
| contributor author | Seo | |
| contributor author | Monica | |
| contributor author | Prezzi | |
| contributor author | Rodrigo | |
| contributor author | Salgado | |
| date accessioned | 2017-05-08T21:48:07Z | |
| date available | 2017-05-08T21:48:07Z | |
| date copyright | December 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000964.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62768 | |
| description abstract | Rock-socketed piles are often used to transfer heavy loads from a superstructure to competent underlying rock layers. The loads are transferred by the pile to the surrounding rock mass through shaft and base resistance. Several researchers have investigated the behavior of rock-socketed drilled shafts and related the uniaxial compressive strength of intact rock to pile-shaft resistance. However, the load-transfer behavior and load-settlement response of micropiles are different from those of drilled shafts because of the large slenderness ratio ( | |
| publisher | American Society of Civil Engineers | |
| title | Instrumented Static Load Test on Rock-Socketed Micropile | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000946 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 012 | |
| contenttype | Fulltext | |
