Applied bearing pressure beneath a reinforced soil foundation used in a geosynthetic reinforced soil integrated bridge system
Geosynthetic reinforced soil integrated bridge system (GRS-IBS) design guidelines recommend the use of a reinforced soil foundation (RSF) to support the dead loads that are applied by the reinforced soil abutment and bridge superstructure, as well as any live loads that are applied by traffic on the...
Saved in:
Published in | Geotextiles and geomembranes Vol. 45; no. 6; pp. 580 - 591 |
---|---|
Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Essex
Elsevier Ltd
01.12.2017
Elsevier BV |
Subjects | |
Online Access | Get full text |
Cover
Loading…
Be the first to leave a comment!