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Permeability and Lateral Load of Granular Backfill Behind Abutments
The objective of this research is to conduct laboratory, numerical and field studies to evaluate drainage capacity and lateral loads of granular backfill materials, including natural and recycled materials, to determine if the criteria based on the grain size distribution satisfy free-draining assumptions for the backfill materials.
Permeability and Lateral Load of Granular Backfill Behind Abutments
The objective of this research is to conduct laboratory, numerical and field studies to evaluate drainage capacity and lateral loads of granular backfill materials, including natural and recycled materials, to determine if the criteria based on the grain size distribution satisfy free-draining assumptions for the backfill materials.
Permeability and Lateral Load of Granular Backfill Behind Abutments
Vennappusa P. K. R. (Autor:in) / Keltner L. (Autor:in) / White D. J. (Autor:in)
2015
2 pages
Report
Keine Angabe
Englisch
Highway Engineering , Construction Equipment, Materials, & Supplies , Soil & Rock Mechanics , Materials Degradation & Fouling , Bridge abutments , Backfill materials , Drainage , Granular backfill , Bridge backfill , Pore pressures , Laboratory tests , Wisconsin , Field testing , Permeability , Long-term performance , Recycled asphalt pavement (RAP) , Recycled asphalt shingles (RAS)
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