| contributor author | Alberto Jaime | |
| contributor author | Miguel P. Romo | |
| contributor author | Daniel Reséndiz | |
| date accessioned | 2017-05-08T20:35:44Z | |
| date available | 2017-05-08T20:35:44Z | |
| date copyright | June 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9410%281990%29116%3A6%28915%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20650 | |
| description abstract | Results of cyclic‐ and quasi‐static load tests carried out on concrete piles driven in Mexico City clay shed light on significant features of the behavior of floating piles under earthquake‐like conditions. The maximum bearing capacity depends on the rate of loading: the higher the rate, the higher the capacity. The rate of loading has a similar effect on the slope of the land versus displacement | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Friction Piles in Mexico City Clay | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1990)116:6(915) | |
| tree | Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006 | |
| contenttype | Fulltext | |
