A state-dependent critical state model for methane hydrate-bearing sand

J. Shen, C. F. Chiu*, C. W.W. Ng, G. H. Lei, J. Xu

*Corresponding author for this work

Research output: Contribution to journalJournal Articlepeer-review

75 Citations (Scopus)

Abstract

Methane hydrate exists in the pores of methane hydrate-bearing sand (MHBS) and is considered to be a potentially significant source of methane and thus energy for mankind. However, before conducting a large-scale extraction of methane from MHBS, it is crucial to simulate the mechanical behaviour of MHBS and evaluate its stability during drilling and methane production. In this paper, a state-dependent critical state model for MHBS is presented. The critical state of MHBS is discussed, and critical state line formulations are introduced as functions of hydrate saturation. A simple nonlinear bonding and linear debonding law is incorporated considering the cementing mechanism of hydrate. A modified state-dependent dilatancy is proposed to account for the effects of stress level, internal state (density), bonding strength and hydrate saturation. Determination of the model parameters is described in detail. The proposed model is employed to predict results of drained triaxial compression tests on MHBS. Satisfactory performance is demonstrated, i.e., the model can adequately capture the stress-strain and volume change behaviours of MHBS over a wide range of hydrate saturations, confining pressures and densities using a unified set of parameters.

Original languageEnglish
Pages (from-to)1-11
Number of pages11
JournalComputers and Geotechnics
Volume75
DOIs
Publication statusPublished - 1 May 2016

Bibliographical note

Publisher Copyright:
© 2016 Elsevier Ltd.

Keywords

  • Constitutive modelling
  • Critical state
  • Dilatancy
  • Methane hydrate
  • Sand

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