| contributor author | Marvin Gates | |
| contributor author | Amerigo Scarpa | |
| date accessioned | 2017-05-08T22:40:45Z | |
| date available | 2017-05-08T22:40:45Z | |
| date copyright | December 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9364%281984%29110%3A4%28491%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/86167 | |
| description abstract | How deep and how hard should a friction pile be driven to achieve the minimum unit cost of bearing capacity? The tradeoffs are modeled in terms of optimum depth of penetration limited by: (1) Available order length; and (2) allowable blow count on the last foot of penetration. Usually, it will prove cost effective to drive the longest pile available as deep and as hard as possible no matter how much time is required, as long as the pile is not damaged. There exists a narrow range of conditions where this approach is contraindicated. A suitable formula for finding the optimum depth of penetration within the range is derived. The increase in blow count with increased penetration is developed as gradient | |
| publisher | American Society of Civil Engineers | |
| title | Optimum Penetration of Friction Piles | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 4 | |
| journal title | Journal of Construction Engineering and Management | |
| identifier doi | 10.1061/(ASCE)0733-9364(1984)110:4(491) | |
| tree | Journal of Construction Engineering and Management:;1984:;Volume ( 110 ):;issue: 004 | |
| contenttype | Fulltext | |