Abstract

MX-80 bentonite used in engineered barrier systems would be subjected to wetting and drying cycles. To assess the response of the material under such circumstances, a comprehensive experimental characterisation of the water retention behaviour of compacted MX-80 granular bentonite was performed in this study. A new methodology is proposed to investigate this behaviour under a constant volume condition for specimens prepared at different dry densities. The material was subjected to different hydraulic paths, including cyclic variations of the water content. As a result, an irreversible modification of the retention behaviour was observed when the material approached a fully saturated state during the first main wetting, and a new hydraulic domain was consequently created. The water retention capacity of the material increased as a result of such modification. Microstructural observations were performed at different stages of the hydraulic paths to relate the permanent change in the retention behaviour to the evolution of the fabric during the wetting and drying cycles. A clear transition from a double-structured to a single-structured fabric, followed by a permanent change of the microfabric, was found following the first wetting. Available data on the hydration of smectite particles were used to relate the microstructural evolution to the change in the water retention properties. This correlation shows the evolution of the active porosity at the particle level within the microstructure, which consequently affects the macroscopic response of the bentonite in terms of its water retention behaviour.

Highlights

  • Offshore oil and gas pipelines in deep water are generally laid directly on the seabed, since trenching is uneconomic

  • Assumptions concerning the mobilised soil resistance are important in numerical modelling of controlled lateral buckling, which is required for a cost-effective pipeline design

  • In this paper a more extensive programme of distinctelement method (DEM) simulations is reported, considering the behaviour of a pipe segment on sand undergoing vertical penetration followed by various lateral displacements with different types of control in the vertical direction

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Summary

INTRODUCTION

Offshore oil and gas pipelines in deep water are generally laid directly on the seabed, since trenching is uneconomic. In this paper a more extensive programme of DEM simulations is reported, considering the behaviour of a pipe segment on sand undergoing vertical penetration followed by various lateral displacements (small and large, monotonic and cyclic) with different types of control in the vertical direction. Preliminary DEM simulations involving monotonic pipe displacements in the vertical and lateral directions were performed with various particle domain thicknesses and particle sizes to identify appropriate values for these parameters (Macaro, 2015). Displacement control was used to perform DEM simulations of both monotonic and cyclic sideswipe tests in which the pipe was subjected to lateral displacement, u, at constant embedment, w (Fig. 3). The amount of yield surface hardening during a Vertical force, V: N

10 Displacement control
CONCLUSIONS
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