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Keywords: seepage failure
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Proceedings Papers
Half 2D Model Tests on Seepage Failure of Soil in Front of Sheet Piles and Non-Dimensional Formulization of the Critical Hydraulic Head Difference Hc
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Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-182
... ABSTRACT Half 2D model tests on seepage failure of soil in front of sheet piles were carried out. Seepage failure tests on H2D and original 2D soils are discussed. Based on the results, it is clarified that there is no scale effect for the original 2D and H2D test results, and non-dimensional...
Proceedings Papers
Characteristics of Seepage Failure of Soil Under Various Flow Conditions
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Paper presented at the The Nineteenth International Offshore and Polar Engineering Conference, July 21–26, 2009
Paper Number: ISOPE-I-09-090
... Characteristics of Seepage Failure of Soil under Various Flow Conditions Tsutomu Tanaka*, Tomoya Kusaka Shigeru Nagai and Daisuke Hirose* * Graduate School of Agricultural Science, Kobe University, Nada Kobe, Japan ** Nanyo Regional Office, Ehime Prefecture, Misho Hirajo, Ainan Minami Uwa, Ehime...
Proceedings Papers
Occurrence of Spanning of a Submarine Pipeline With Initial Embedment
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Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-567
... pipeline being suspended: local scour around pipe; onset of soil erosion beneath pipe; and complete suspension of pipe. The effects of local scour on the onset of soil erosion beneath the pipe are much less than those of soil seepage failure induced by the pressure drop. Based on the above...
Proceedings Papers
Decrease In the Safety Factor For Seepage Failure of Subsoil Due to Bridge Abutment Construction Within a Cofferdam
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Paper presented at the The Sixteenth International Offshore and Polar Engineering Conference, May 28–June 2, 2006
Paper Number: ISOPE-I-06-161
... ABSTRACT This paper discusses the decrease in the safety factor for seepage failure of subsoil due to bridge abutment construction within a cofferdam for two cases: where piping occurred in the subsoil under a downstream bridge abutment, in which gravel was overlaid with silty sand of low...