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

被引:59
作者
Shen, J. [1 ]
Chiu, C. F. [1 ]
Ng, C. W. W. [2 ]
Lei, G. H. [1 ]
Xu, J. [1 ]
机构
[1] Hohai Univ, Geotech Res Inst, Key Lab Geomech & Embankment Engn, Minist Educ, 1 Xikang Rd, Nanjing 210098, Jiangsu, Peoples R China
[2] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Methane hydrate; Sand; Critical state; Dilatancy; Constitutive modelling; GAS HYDRATE; MECHANICAL-BEHAVIOR; MARINE-SEDIMENTS; PLASTICITY MODEL; NATURAL-GAS; DILATANCY; DISSOCIATION; STABILITY; STIFFNESS; FAILURE;
D O I
10.1016/j.compgeo.2016.01.013
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
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. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 11
页数:11
相关论文
共 48 条
[1]  
Abdulla AA, 1997, INT J NUMER ANAL MET, V21, P533, DOI 10.1002/(SICI)1096-9853(199708)21:8<533::AID-NAG889>3.0.CO
[2]  
2-0
[3]  
[Anonymous], 2006, P 41 ANN C JAP GEOT
[4]   A STATE PARAMETER FOR SANDS [J].
BEEN, K ;
JEFFERIES, MG .
GEOTECHNIQUE, 1985, 35 (02) :99-112
[5]   A state-dependent elasto-plastic model for saturated and unsaturated soils [J].
Chiu, CF ;
Ng, CWW .
GEOTECHNIQUE, 2003, 53 (09) :809-829
[6]   The effects of hydrate cement on the stiffness of some sands [J].
Clayton, C. R. I. ;
Priest, J. A. ;
Rees, E. V. L. .
GEOTECHNIQUE, 2010, 60 (06) :435-445
[7]   The effects of disseminated methane hydrate on the dynamic stiffness and damping of a sand [J].
Clayton, CRI ;
Priest, JA ;
Best, AI .
GEOTECHNIQUE, 2005, 55 (06) :423-434
[8]  
Collett TS, 2002, AAPG BULL, V86, P1971
[9]   Influence of Cement-Voids Ratio on Stress-Dilatancy Behavior of Artificially Cemented Sand [J].
Consoli, Nilo Cesar ;
Cruz, Rodrigo Caberlon ;
da Fonseca, Antonio Viana ;
Coop, Matthew Richard .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2012, 138 (01) :100-109
[10]   Fundamental Parameters for the Stiffness and Strength Control of Artificially Cemented Sand [J].
Consoli, Nilo Cesar ;
da Fonseca, Antonio Viana ;
Cruz, Rodrigo Caberlon ;
Heineck, Karla Salvagni .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (09) :1347-1353