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Publications tagged with [downdrag]

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DESIGN CONSIDERATIONS FOR SLIP INTERFACES ON STEEP-WALL LINER SYSTEMS (2014)
<p>This paper presents a methodology for designing side slope liner systems to accommodate downdrag due to waste settlement. Settlement and downdrag along steep-lined slopes in landfills and other waste or mining containment facilities (e.g. heap leach pads, ...
Reference: Proceedings for Tenth International Conference on Geosynthetics (ICG 10), Berlin, Germany, Sep 21-25, 2014.
PILE DRAG LOAD AND DOWNDRAG CONSIDERING LIQUEFACTION (2008)
The design problem of piles is to address not the drag load but the location of the neutral plane and the settlement of the soil at the neutral plane.
Reference: Journal of Geotechnical and Geoenvironmental Engineering, Vol 132, No 9, 2008
RECENT ADVANCES IN THE DESIGN OF PILES FOR AXIAL LOADS, DRAGLOADS, DOWNDRAG, AND SETTLEMENT (1998)
Design of piles requires understanding of how load is transferred from pile to soil and, less obvious but equally important, from soil to pile.
Reference: Proceedings of a Seminar by American Society of Civil Engineers, ASCE, and Port of New York, 1998
UNIFIED DESIGN OF PILES AND PILE GROUPS (1998)
A unified design of piles and pile groups is proposed where in capacity, residual compression, negative skin friction and settlement are related.
Reference: Transportation Research Record 1169, 1988
DOWN DRAG ON PILES IN CLAY DUE TO NEGATIVE SKIN FRICTION (1972)
In this paper the results are given from 43 months of measurements of forces and bending moments on two instrumented precast piles driven through 40m of soft clay and 15m into underlying silt and sand.
Reference: Canadian Geotechnical Journal, Vol. 9, No. 4 (1972)