| contributor author | Paul W. Mayne | |
| contributor author | Fred H. Kulhawy | |
| contributor author | Charles H. Trautmann | |
| date accessioned | 2017-05-08T20:37:31Z | |
| date available | 2017-05-08T20:37:31Z | |
| date copyright | December 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9410%281995%29121%3A12%28827%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21571 | |
| description abstract | The behavior of free-head rigid drilled shafts under static and cyclic lateral and moment loading was investigated using laboratory models in relatively large test chambers. This testing program represents perhaps one of the first larger-scale laboratory test series to utilize cast-in-place concrete shafts in consolidated and prestressed cohesive soil deposits for realistic simulation of prototype drilled shafts in clays. The construction procedure incorporated the actual effects of concrete curing and soil/concrete interface roughness, and the soil-deposit preparation included the characteristic anisotropy and overconsolidation associated with natural clays. A total of 28 cylindrical shafts having diameters of 51, 89, and 175 mm (2.0, 3.5, and 6.9 in.) and depth-to-diameter ( | |
| publisher | American Society of Civil Engineers | |
| title | Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1995)121:12(827) | |
| tree | Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 012 | |
| contenttype | Fulltext | |
