Laterally Loaded Piles in Elastic MediaSource: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 008Author:Keming Sun
DOI: 10.1061/(ASCE)0733-9410(1994)120:8(1324)Publisher: American Society of Civil Engineers
Abstract: A numerical approach and parametric study for the calculation of the soil and pile interaction under lateral loading are presented. The method uses variational calculus to obtain the governing differential equations of the soil and pile system. A principal parameter
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| contributor author | Keming Sun | |
| date accessioned | 2017-05-08T20:37:20Z | |
| date available | 2017-05-08T20:37:20Z | |
| date copyright | August 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9410%281994%29120%3A8%281324%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21480 | |
| description abstract | A numerical approach and parametric study for the calculation of the soil and pile interaction under lateral loading are presented. The method uses variational calculus to obtain the governing differential equations of the soil and pile system. A principal parameter | |
| publisher | American Society of Civil Engineers | |
| title | Laterally Loaded Piles in Elastic Media | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1994)120:8(1324) | |
| tree | Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 008 | |
| contenttype | Fulltext |