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Journal ArticleDOI

A conceptual model for soils containing large gas bubbles

Simon J. Wheeler
- 01 Sep 1988 - 
- Vol. 38, Iss: 3, pp 389-397
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TLDR
In this article, the authors describe a conceptual model for soils containing large gas bubbles, where the cavities forming the bubble sites are fixed within the soil, so that gas drainage occurs only by the movement of dissolved gas.
Abstract
Offshore site investigations have indicated the presence of undissolved gas bubbles in the soils forming the sea-bed at various locations throughout the world. The gas bubbles are typically much larger than the normal void spaces, so they cannot be considered as occluded bubbles within the pore water which simply change the compressibility of the pore fluid. The effect of these large bubbles on the engineering properties of the soil must be understood if offshore construction is to take place in areas of gas-bearing sediments. This Paper describes a conceptual model for soils containing large gas bubbles. The model consists of a matrix of saturated soil surrounding isolated gas-filled cavities. The cavities forming the bubble sites are fixed within the soil, so that gas drainage occurs only by the movement of dissolved gas. The behaviour of the model is complicated by the processes of localized consolidation and bubble flooding. Des recherches conduites en mer ont indique qu'il y a partout dans le monde d...

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Effect of gas hydrates melting on seafloor slope instability

TL;DR: In this article, the authors present a theoretical study of the thermodynamic chemical equilibrium of gas hydrate in soil by taking into account the influence of temperature, pressure, pore water chemistry, and the mean pore size distribution.
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Bubble growth and rise in soft sediments

TL;DR: The mechanics of uncemented soft sediments during bubble growth are not widely understood and no rheological model has found wide acceptance as discussed by the authors, but they offer definitive evidence on the mode of bubble formation in the form of X-ray computed tomographic images and comparison with theory.
Dissertation

A critical state framework for unsaturated soil.

TL;DR: In this paper, a critical state framework for unsaturated compacted clay is proposed, which includes five state variables: mean net stress, deviator stress, suction, specific volume and water content.
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Seabed Fluid Flow

Book

Porous Models for Wave-seabed Interactions

TL;DR: In this article, a dynamic analysis for wave-induced seabed interactions is presented, showing that wave-driven seepage flux in Marine Sediments increases with the number of waves.
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