Theoretical Elastic-Plastic Solution for Laterally Loaded PilesSource: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 005Author:Yun-mei Hsiung
DOI: 10.1061/(ASCE)1090-0241(2003)129:6(475)Publisher: American Society of Civil Engineers
Abstract: In this paper, the theoretical solutions of maximum deflection and moment for laterally loaded long piles in a uniform subgrade reaction modulus linear-plastic soil are presented. These solutions are in the form of normalized results and enable easy and exact calculation of the deflection or moment for three head loading conditions. Comparisons between the theoretical solution and a numerical solution established previously showed good agreement.
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| contributor author | Yun-mei Hsiung | |
| date accessioned | 2017-05-08T21:27:41Z | |
| date available | 2017-05-08T21:27:41Z | |
| date copyright | May 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291090-0241%282003%29129%3A6%28475%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52343 | |
| description abstract | In this paper, the theoretical solutions of maximum deflection and moment for laterally loaded long piles in a uniform subgrade reaction modulus linear-plastic soil are presented. These solutions are in the form of normalized results and enable easy and exact calculation of the deflection or moment for three head loading conditions. Comparisons between the theoretical solution and a numerical solution established previously showed good agreement. | |
| publisher | American Society of Civil Engineers | |
| title | Theoretical Elastic-Plastic Solution for Laterally Loaded Piles | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2003)129:6(475) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 005 | |
| contenttype | Fulltext |