Behavior of Laterally Loaded Large-Section BarrettesSource: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 007Author:L. M. Zhang
DOI: 10.1061/(ASCE)1090-0241(2003)129:7(639)Publisher: American Society of Civil Engineers
Abstract: A barrette is a large cross section rectangular pile. Due to dependence of the flexural stiffness of the rectangular section on its orientation and the nonlinear behavior of barrette materials, loading direction affects the lateral resistance of the barrette. Recently, full-scale lateral load tests were conducted on two barrettes in Hong Kong, one (DB1) with a cross section of 2.8 m by 0.86 m and a length of 51 m and the other (DB2) with a cross section of 2.7 m by 1.2 m and a length of approximately 30 m. This paper aims to investigate the response of laterally loaded large-section barrettes based on the load tests, to simulate the response of the two test barrettes, and to study the influence of loading direction on the lateral response of barrettes. Nonlinear
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| contributor author | L. M. Zhang | |
| date accessioned | 2017-05-08T21:27:43Z | |
| date available | 2017-05-08T21:27:43Z | |
| date copyright | July 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291090-0241%282003%29129%3A7%28639%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52365 | |
| description abstract | A barrette is a large cross section rectangular pile. Due to dependence of the flexural stiffness of the rectangular section on its orientation and the nonlinear behavior of barrette materials, loading direction affects the lateral resistance of the barrette. Recently, full-scale lateral load tests were conducted on two barrettes in Hong Kong, one (DB1) with a cross section of 2.8 m by 0.86 m and a length of 51 m and the other (DB2) with a cross section of 2.7 m by 1.2 m and a length of approximately 30 m. This paper aims to investigate the response of laterally loaded large-section barrettes based on the load tests, to simulate the response of the two test barrettes, and to study the influence of loading direction on the lateral response of barrettes. Nonlinear | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Laterally Loaded Large-Section Barrettes | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2003)129:7(639) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 007 | |
| contenttype | Fulltext |