| contributor author | Jonathan T. H. Wu | |
| contributor author | Kevin Z. Z. Lee | |
| contributor author | Thang Pham | |
| date accessioned | 2017-05-08T22:22:19Z | |
| date available | 2017-05-08T22:22:19Z | |
| date copyright | July 2006 | |
| date issued | 2006 | |
| identifier other | 43575420.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/78944 | |
| description abstract | Compared to geosynthetic-reinforced soil (GRS) retaining walls, GRS abutment walls are generally subjected to much greater intensity surface loads that are fairly close to the wall face. A major issue with the design of GRS abutments is the allowable bearing pressure of the bridge sill on the abutments. The allowable bearing pressure of a bridge sill over reinforced soil retaining walls has been limited to | |
| publisher | American Society of Civil Engineers | |
| title | Allowable Bearing Pressures of Bridge Sills on GRS Abutments with Flexible Facing | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:7(830) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007 | |
| contenttype | Fulltext | |
