Analysis for Partially Penetrating Sand Drainsby E.G. Hart,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1958, Vol. 84, Issue 4, Pg. 1-15
Document Type: Journal Paper
Numerical method for analysis and laboratory model studies; sections of sand drain nearest to surface contribute least to consolidation; drain extended nearly to bottom of layer will give more consolidation per foot of drain than completely penetrating drain; economic advantages of partially penetrating drains in some cases.
Subject Headings: Drainage | Penetration tests | Soil analysis | Consolidated soils | Model analysis | Surface drainage | Numerical analysis | Laboratory tests | Numerical models | Numerical methods
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