AN ELASTO-PLASTIC CONSTITUTIVE MODEL FOR GAS HYDRATE-BEARING SOILS
Methane gas hydrate,usually found beneath permafrost and in marine continental margin sediments worldwide,has attracted interest as a possible energy resource and as a potential agent in climate change and seafloor instability.Here,in order to describe the mechanical behavior of gas hydrate-beating sediments (GHBS),an elastoplastic model is proposed based on the framework of a critical state model.The presence of gas hydrate can increase yield stress,enhancing the cohesion,peak strength and stiffness of the earth materials.Therefore,GHBS is considered as the bonded material in the proposed model.A new bonding strength parameter is introduced into the yield function to evaluate the effect of gas hydrate on the yield behavior of the earth materials.Bonding strength of the GHBS subjected to mechanical loading and/or hydrate dissociation may be drastically reduced,causing strain softening after peak strength.Dilatancy is assumed to be a function of the bonding strength and the stress ratio,instead of the single parameter stress ratio,which can reflect the direction of plastic strain increment more realistically.The proposed model can transform into the modified Cam Clay model when hydrate saturation reduces to zero.Finally,the proposed model has been used to predict the stressstrain behaviors of GHBS in triaxial tests,and it is demonstrated that the proposed model is capable of capturing the main features of the behavior of GHBS.
gas hydrate-bearing sediment constitutive model mechanical behavior hydrate dissociation
C.F.WEI R.T.YAN H.Z.WEI
State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei,430071,China
国际会议
5th China-Japan Geotechnical Symposium(第五届中日岩土工程学术会议)
成都
英文
348-351
2013-05-18（万方平台首次上网日期，不代表论文的发表时间）