TY - GEN
T1 - PIPING SUSCEPTIBILITY AND FILTER CRITERIA FOR SANDS.
AU - Townsend, F. C.
AU - Shiau, Jih Min
AU - Pietrus, T. J.
PY - 1987
Y1 - 1987
N2 - A laboratory flume with a transparent plastic top and filled with sand was used to investigate piping and filter criteria by subjecting the saturated sand specimen to variable pressure heads. With small initial pipes formed in the sand, the critical heads (gradients) required to initiate piping in six different sand gradations were determined. It was determined that piping requires a discontinuity as an initiator to concentrate vertical gradients, which, coupled with horizontal gradients, create erosion. However, meandering of the pipe could lead to decreased velocities, resulting in downstream deposition and self-healing tendencies. Gradation effect studies showed uniform fine grained sands are more susceptible to piping than coarse grained well-graded sands.
AB - A laboratory flume with a transparent plastic top and filled with sand was used to investigate piping and filter criteria by subjecting the saturated sand specimen to variable pressure heads. With small initial pipes formed in the sand, the critical heads (gradients) required to initiate piping in six different sand gradations were determined. It was determined that piping requires a discontinuity as an initiator to concentrate vertical gradients, which, coupled with horizontal gradients, create erosion. However, meandering of the pipe could lead to decreased velocities, resulting in downstream deposition and self-healing tendencies. Gradation effect studies showed uniform fine grained sands are more susceptible to piping than coarse grained well-graded sands.
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M3 - Conference contribution
AN - SCOPUS:0023108368
SN - 0872625907
SP - 46
EP - 66
BT - Unknown Host Publication Title
PB - ASCE (Geotechnical Special Publication n 10)
ER -