| contributor author | R. A. G. Hache | |
| contributor author | A. J. Valsangkar | |
| date accessioned | 2017-05-08T20:34:56Z | |
| date available | 2017-05-08T20:34:56Z | |
| date copyright | February 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9410%281988%29114%3A2%28216%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20241 | |
| description abstract | Analysis and mathematical solutions are presented for a torsionally loaded pile embedded in two-layered soil deposit assuming elastic behavior. Soil shear modulus is assumed to be constant in each layer or to vary linearly with depth. Numerical results are obtained for practical range of parameters and nondimensional charts are presented for design purposes | |
| publisher | American Society of Civil Engineers | |
| title | Torsional Resistance of Single Pile in Layered Soil | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1988)114:2(216) | |
| tree | Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002 | |
| contenttype | Fulltext | |
