Wave Induced Pressures in Permeable Seabeds

by Hermann Moshagen, Sr. Research Engr.; River and Harbour Lab., Norwegian Inst. of Tech., Trondheim, Norway,
Alf Torum, Head; Dept. of Harbour and Marine Tech., River and Harbour Lab., Norwegian Inst. of Tech., Tronheim, Norway,

Serial Information: Journal of the Waterways, Harbors and Coastal Engineering Division, 1975, Vol. 101, Issue 1, Pg. 49-57

Document Type: Journal Paper

Discussion: Eide Ove (See full record)
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Abstract: A theoretical investigation on the transmission of wave induced pressures into a permeable sea bottom has been performed. Assuming that the soil water is compressible, while the grain skeleton is assumed rigid, the resulting theoretical model describes an effective mechanism by which the soil permeability affects the pressure transmission.

Subject Headings: Permeability (soil) | Soil water | Soil compression | Soil pressure | Power transmission | Wave pressure | Sea floor | Hydrologic models

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