| contributor author | John P. Carter | |
| contributor author | Fred H. Kulhawy | |
| date accessioned | 2017-05-08T20:36:31Z | |
| date available | 2017-05-08T20:36:31Z | |
| date copyright | June 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9410%281992%29118%3A6%28839%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21054 | |
| description abstract | The behavior of both flexible and rigid shafts socketed into rock and subjected to lateral loads and moments is studied. Parametric solutions for the load‐displacement relations are generated using the finite element technique. Based on these solutions, simple, approximate, closed‐form equations are developed to describe the response for the full range of loading conditions, material parameters, and socket‐rock mass stiffnesses encountered in practice. These results are in close agreement with available solutions for the limiting cases of flexible and rigid shafts. The solutions give horizontal groundline displacements and rotations and can incorporate an overlying soil layer. The problem of assessing the lateral load capacity of rock‐socketed foundations is also addressed, and a method of analysis to predict this capacity is suggested. The application of the theory, in the form of back‐analysis, to a single case involving the field loading of a pair of rock‐socketed shafts is also described. | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Laterally Loaded Shafts in Rock | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1992)118:6(839) | |
| tree | Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 006 | |
| contenttype | Fulltext | |
