| contributor author | M. C. McVay | |
| contributor author | F. C. Townsend | |
| contributor author | R. C. Williams | |
| date accessioned | 2017-05-08T20:36:15Z | |
| date available | 2017-05-08T20:36:15Z | |
| date copyright | October 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9410%281992%29118%3A10%281626%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20924 | |
| description abstract | Increased usage of drilled shafts to carry high‐foundation loads has resulted in the common practice to socket the shafts into bedrock to transmit these loads. However, end‐bearing uncertainties have lead various designers to rely solely upon skin friction within the sockets to transmit the loads. This paper reviews several design techniques/correlations to estimate rock/shaft friction values from lab tests. These methods rely upon: (1) Unconfined compression | |
| publisher | American Society of Civil Engineers | |
| title | Design of Socketed Drilled Shafts in Limestone | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1992)118:10(1626) | |
| tree | Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 010 | |
| contenttype | Fulltext | |
