Pile Spacing Effects on Lateral Pile Group Behavior: Load TestsSource: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010Author:Kyle M. Rollins
,
Ryan J. Olsen
,
Jeffery J. Egbert
,
Derek H. Jensen
,
Kimball G. Olsen
,
Brian H. Garrett
DOI: 10.1061/(ASCE)1090-0241(2006)132:10(1262)Publisher: American Society of Civil Engineers
Abstract: To investigate group interaction effects as a function of pile spacing, full-scale cyclic lateral load tests were performed on pile groups in stiff clay spaced at 3.3, 4.4, and 5.65 pile diameters in the direction of loading with as many as five rows of piles. Group interaction effects decreased considerably as pile spacing increased from 3.3 to
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| contributor author | Kyle M. Rollins | |
| contributor author | Ryan J. Olsen | |
| contributor author | Jeffery J. Egbert | |
| contributor author | Derek H. Jensen | |
| contributor author | Kimball G. Olsen | |
| contributor author | Brian H. Garrett | |
| date accessioned | 2017-05-08T21:28:25Z | |
| date available | 2017-05-08T21:28:25Z | |
| date copyright | October 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A10%281262%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52792 | |
| description abstract | To investigate group interaction effects as a function of pile spacing, full-scale cyclic lateral load tests were performed on pile groups in stiff clay spaced at 3.3, 4.4, and 5.65 pile diameters in the direction of loading with as many as five rows of piles. Group interaction effects decreased considerably as pile spacing increased from 3.3 to | |
| publisher | American Society of Civil Engineers | |
| title | Pile Spacing Effects on Lateral Pile Group Behavior: Load Tests | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:10(1262) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010 | |
| contenttype | Fulltext |