scispace - formally typeset
Open AccessJournal ArticleDOI

The sequence of sediment behaviour during wave-induced liquefaction

Reads0
Chats0
TLDR
In this paper, an experimental investigation of the complete sequence of sediment behavior under progressive waves is presented, which reveals that excess pore pressure builds up, which is followed by liquefaction during which internal waves are experienced at the interface of the water body and the liquefied sediment, the sequence of processes known from a previous investigation.
Abstract
This paper presents the results of an experimental investigation of the complete sequence of sediment behaviour beneath progressive waves. The sediment was silty with d50 = 0.060 mm. Two kinds of measurements were carried out: pore-water pressure measurements (across the sediment depth), and water-surface elevation measurements. The process of liquefaction/compaction was videotaped from the side simultaneously with the pressure and water-surface elevation measurements. The video records were then analysed to measure: (i) the time development of the mudline, (ii) the time development of liquefaction and compaction fronts in the sediment and (iii) the characteristics of the orbital motion of the liquefied sediment including the motion of the interface between the water body and the sediment. The ranges of the various quantities in the tests were: wave height, H = 9–17 cm, wave period, T = 1.6 sec, water depth = 42 cm, and the Shields parameter = 0.34–0.59. The experiments reveal that, with the introduction of waves, excess pore pressure builds up, which is followed by liquefaction during which internal waves are experienced at the interface of the water body and the liquefied sediment, the sequence of processes known from a previous investigation. This sequence of processes is followed by dissipation of the accumulated excess pore pressure and compaction of the sediment which is followed by the formation of bed ripples. The present results regarding the dissipation and compaction appear to be in agreement with recent centrifuge wave-tank experiments. As for the final stage of the sequence of processes (formation of ripples), the ripple steepness (normalized with the angle of repose) for sediment with liquefaction history is found to be the same as that in sediment with no liquefaction history.

read more

Citations
More filters
Journal ArticleDOI

Closure to “Sand Liquefaction Under Cyclic Loading Simple Shear Conditions”

TL;DR: In this paper, the authors compared the results of simple shear test data with those of more approximate triaxial test procedures and concluded that the liquefaction characteristics observed in the two types of tests are qualitatively similar.
Journal Article

Experimental Validation of a Mathematical Model For Seabed Liquefaction Under Waves

TL;DR: In this article, the results of an experimental study directed towards the validation of a mathematical model for the buildup of pore water pressure and resulting liquefaction of marine soils under progressive waves were presented.
Journal ArticleDOI

Investigation of nonlinear wave-induced seabed response around mono-pile foundation

TL;DR: In this article, the effects of wave nonlinearity on dynamic seabed response in the vicinity of mono-pile foundation is investigated using an integrated model, developed using OpenFOAM, which incorporates both wave model (waves2Foam) and Biot's poro-elastic model.
Journal ArticleDOI

Pipeline–Seabed Interaction

TL;DR: A review of the existing research on the interaction between a pipeline and an erodible bed exposed to waves and/or currents is presented in this paper, where the basic mechanism that leads to scour in two-dimensional and three-dimensional (3D) cases is first described, as deduced from small-scale laboratory experiments.
Journal ArticleDOI

Wave Scour around a Pile in Sand, Medium Dense, and Dense Silt

TL;DR: In this paper, the results of an experimental investigation on wave scour around a circular pile in three kinds of soil, namely in dense silt with a relative density of Dr = 0.74, in medium-dense silt and in sand, were presented.
References
More filters
Book

The mechanics of scour in the marine environment

TL;DR: Scour Below Pipelines Scour around a single slender pile Scour Around a Group of Slender Piles Examples of More Complex Configurations ScourAround Large Piles Scouraround Breakwaters Scour at Seawalls Ship-Propeller Scour Impact of Liquefaction
Journal ArticleDOI

Velocity and concentration profiles in sheet-flow layer of movable bed

TL;DR: In this paper, the authors measured velocity and concentration profiles as well as flow resistance inside and outside the sheet-flow layer of a movable bed in steady currents using four kinds of sediment.
Journal ArticleDOI

Wave‐induced pore pressure in relation to ocean floor stability of cohesionless soils

TL;DR: In this paper, the authors present a procedure for evaluating the magnitude and distribution of wave-induced pore pressures in ocean floor deposits, taking into account the distribution of cyclic shear stresses in the soil profile as well as the important factor of pore-pressure dissipation.
Journal ArticleDOI

Wave-induced liquefaction of beds of sand in a centrifuge

Shinji Sassa, +1 more
- 01 Oct 1999 - 
TL;DR: In this article, the authors investigated the behavior of fine-grained sand under fluid wave trains using centrifuge modelling and found that the wave-induced liquefaction of the sand beds was of a progressive nature.
Journal ArticleDOI

Sinking/floatation of pipelines and other objects in liquefied soil under waves

TL;DR: In this paper, the results of an experimental study where the sinking and floatation of a pipeline and other objects (namely, a sphere and a cube) in a silt bed was investigated.
Related Papers (5)