Study of Trench Backfill Particle Size Effects on Lateral Soil Restraints on Buried Pipelines Using Discrete Element Modeling
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DOI: 10.1061/(asce)ps.1949-1204.0000423
Abstract: AbstractSoil restraint development during relative ground movements is an important consideration for assessing the integrity of buried pipelines. Evidence from full-scale experiments suggest that ... read more here.
Keywords: particle size; study trench; size effects; backfill particle ... See more keywords