Lateral Performance of Full-Scale Bridge Abutment Wall with Granular BackfillSource: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 004Author:Anne Lemnitzer
,
Eric R. Ahlberg
,
Robert L. Nigbor
,
Anoosh Shamsabadi
,
John W. Wallace
,
Jonathan P. Stewart
DOI: 10.1061/(ASCE)1090-0241(2009)135:4(506)Publisher: American Society of Civil Engineers
Abstract: Bridge abutments typically contain a backwall element that is designed to break free of its base support when struck by a bridge deck during an earthquake event and push into the abutment backfill soils. Results are presented for a full-scale cyclic lateral load test of an abutment backwall configured to represent the dimensions (
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| contributor author | Anne Lemnitzer | |
| contributor author | Eric R. Ahlberg | |
| contributor author | Robert L. Nigbor | |
| contributor author | Anoosh Shamsabadi | |
| contributor author | John W. Wallace | |
| contributor author | Jonathan P. Stewart | |
| date accessioned | 2017-05-08T21:29:29Z | |
| date available | 2017-05-08T21:29:29Z | |
| date copyright | April 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%291090-0241%282009%29135%3A4%28506%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53491 | |
| description abstract | Bridge abutments typically contain a backwall element that is designed to break free of its base support when struck by a bridge deck during an earthquake event and push into the abutment backfill soils. Results are presented for a full-scale cyclic lateral load test of an abutment backwall configured to represent the dimensions ( | |
| publisher | American Society of Civil Engineers | |
| title | Lateral Performance of Full-Scale Bridge Abutment Wall with Granular Backfill | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2009)135:4(506) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 004 | |
| contenttype | Fulltext |