| contributor author | Yean K. Chow | |
| date accessioned | 2017-05-08T20:34:02Z | |
| date available | 2017-05-08T20:34:02Z | |
| date copyright | July 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9410%281985%29111%3A7%28942%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19785 | |
| description abstract | A discrete element method is described for the analysis of single piles subjected to torsion. The soil is modelled using the modulus of subgrade reaction, which is expressed in terms of the soil shear modulus and the pile radius. Discrete element matrices are listed for the pile, and the soil that can be readily implemented into a computer program. The accuracy of the discrete element approach is verified by comparison with analytical and finite element solutions. The nonlinear response of the pile-soil system is computed, and compared with two reported torsional load tests in the field. | |
| publisher | American Society of Civil Engineers | |
| title | Torsional Response of Piles in Nonhomogeneous Soil | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1985)111:7(942) | |
| tree | Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 007 | |
| contenttype | Fulltext | |
