| contributor author | Shamsher Prakash | |
| contributor author | Swami Saran | |
| contributor author | U. N. Sharan | |
| date accessioned | 2017-05-08T20:33:27Z | |
| date available | 2017-05-08T20:33:27Z | |
| date copyright | October 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9410%281984%29110%3A10%281473%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19486 | |
| description abstract | In this paper, a novel analysis is proposed to predict the pressure‐settlement characteristics of footings using the hyperbolic stress‐strain curves of soils as the constitutive law. The analysis is competent to incorporate the effect of shape, base roughness, and flexibility of the footings. Analyses are developed both for strip and square footings. Results are examined in terms of ultimate bearing capacity, settlement at failure, and nondimensional correlations of settlement. Analytical data are compared with available experimental results and show excellent agreement. | |
| publisher | American Society of Civil Engineers | |
| title | Footings and Constitutive Laws | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1984)110:10(1473) | |
| tree | Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 010 | |
| contenttype | Fulltext | |
