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Publications tagged with [narrow GRS wall]
Total Items found:
Yang K. H.
,
Zornberg J. G.
et al.
The design of a Geosynthetic Reinforced Soil (GRS) wall for internal stability against pullout failure requires computing the reinforcement embedment length. Therefore, the location of failure plane is an important input for this design. The current FHWA MSE ...
Filed under:
Soil Mechanics -
Earth Retaining Structures
Reference:
Journal of GeoEngineering, Vol. 6, No. 1, April, 2011
