Investigation of the Stress–Strain and Strength Behaviors of Ice Containing Methane Hydrate

AbstractMechanical properties and deformation behaviors of methane hydrate are important to assess the stability of gas hydrate reservoirs. In this study, using a high-pressure and low-temperature triaxial testing apparatus, the stress–strain relationship and strength of ice containing methane hydrate were studied. The results showed that the strength increased with a decrease of temperature, and the stress–strain relationship showed an elastoplastic strain-hardening behavior. When the confining pressure was less than 10 MPa, the strength increased with confining pressure. Also, it decreased with further increases of confining pressure beyond 10 MPa.

[1]  K. Kvenvolden Gas hydrates—geological perspective and global change , 1993 .

[2]  Feng Yu,et al.  Experimental Research on the Mechanical Properties of Methane Hydrate-Ice Mixtures , 2012 .

[3]  Y. Nakata,et al.  Bonding Strength by Methane Hydrate Formed among Sand Particles , 2009 .

[4]  Ehrlich Desa,et al.  Submarine methane hydrates - Potential fuel resource of the 21st century , 2001 .

[5]  J. Grozic Interplay Between Gas Hydrates and Submarine Slope Failure , 2010 .

[6]  Seisuke Okubo,et al.  Strain-Rate Dependence of Triaxial Compressive Strength of Artificial Methane-Hydrate-Bearing Sediment , 2010 .

[7]  Ian Jordaan,et al.  Triaxial tests on crushed ice , 1996 .

[8]  J. Grozic,et al.  Submarine slope failure due to gas hydrate dissociation: a preliminary quantification , 2007 .

[9]  William F. Waite,et al.  Methane gas hydrate effect on sediment acoustic and strength properties , 2007 .

[10]  S. J. Jones,et al.  Creep of ice as a function of hydrostatic pressure , 1983 .

[11]  D. C. Drucker,et al.  Soil mechanics and plastic analysis or limit design , 1952 .

[12]  Wei Ma,et al.  A new criterion for strength of frozen sand under quick triaxial compression considering effect of confining pressure , 2007 .

[13]  R. McIver Role of Naturally Occurring Gas Hydrates in Sediment Transport , 1982 .

[14]  Feng Yu,et al.  Analyses of stress strain behavior and constitutive model of artificial methane hydrate , 2011 .

[15]  R. Perham,et al.  The mechanical behaviour of frozen earth materials under high pressure triaxial test conditions , 1972 .

[16]  Jiafei Zhao,et al.  Mechanical property of artificial methane hydrate under triaxial compression , 2010 .

[17]  R. Kayen,et al.  Pleistocene slope instability of gas hydrate‐laden sediment on the Beaufort sea margin , 1991 .

[18]  Orlando B. Andersland,et al.  The Effect of Confining Pressure on the Mechanical Properties of Sand–Ice Materials , 1973 .

[19]  Wei Ma,et al.  Analyses of process on the strength decrease in frozen soils under high confining pressures , 1999 .

[20]  Jiafei Zhao,et al.  Study on Shear Strength of Artificial Methane Hydrate , 2010 .

[21]  Feng Yu,et al.  Experimental study on mechanical properties of gas hydrate-bearing sediments using kaolin clay , 2011 .

[22]  Carolyn A. Koh,et al.  Clathrate hydrates of natural gases , 1990 .

[23]  Yukio Nakata,et al.  Basic research on the mechanical behavior of methane hydrate-sediments mixture , 2005 .

[24]  T. Lorenson,et al.  The Global Occurrence of Natural Gas Hydrate , 2013 .