| contributor author | D. M. A. Vitone | |
| contributor author | A. J. Valsangkar | |
| date accessioned | 2017-05-08T20:34:09Z | |
| date available | 2017-05-08T20:34:09Z | |
| date copyright | October 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9410%281986%29112%3A10%28961%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19836 | |
| description abstract | The fundamental solution for the stresses induced in a semi-infinite isotropic homogeneous elastic medium by a concentrated point load applied normally to its plane surface is extended to an optimally designed rectangular footing subjected to biaxial bending with one corner having zero contact pressure. Formulas are presented to determine the vertical stress beneath the zero loaded corner and the diagonally opposite corner having maximum soil pressure. A design example is given to illustrate the use of equations. | |
| publisher | American Society of Civil Engineers | |
| title | Stresses from Loads over Rectangular Areas | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1986)112:10(961) | |
| tree | Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 010 | |
| contenttype | Fulltext | |
