| contributor author | Hong-bin Xiao | |
| contributor author | Chun-shun Zhang | |
| contributor author | Yong-he Wang | |
| contributor author | Zhen-hui Fan | |
| date accessioned | 2017-05-08T21:45:13Z | |
| date available | 2017-05-08T21:45:13Z | |
| date copyright | June 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000058.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61440 | |
| description abstract | Pile-soil interaction in an expansive soil foundation has been primarily analyzed by an analytical solution in our previous study. As a complementary work, this paper briefly reviews the derivation process in more detail and extends the capability of the solution in dealing with the pile-soil interaction issue under various conditions. The results show that (1) increasing pile length is able to effectively decrease the upward pile movements, but meanwhile, the tensile stresses along the pile shaft increase as well; (2) a critical pile diameter exists ( | |
| publisher | American Society of Civil Engineers | |
| title | Pile-Soil Interaction in Expansive Soil Foundation: Analytical Solution and Numerical Simulation | |
| type | Journal Paper | |
| journal volume | 11 | |
| journal issue | 3 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000046 | |
| tree | International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 003 | |
| contenttype | Fulltext | |
