Experimental Investigation of the Mechanical Properties of Methane Hydrate–Bearing Sediments under High Effective Confining Pressure

2022 ◽  
Vol 148 (3) ◽  
Author(s):  
Jialin Xu ◽  
Chengshun Xu ◽  
Norimasa Yoshimoto ◽  
Masayuki Hyodo ◽  
Shintaro Kajiyama ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Experimental Investigation ◽  
Methane Hydrate ◽  
Confining Pressure ◽  
Hydrate Bearing Sediments

scholarly journals Effect of confining pressure on mechanical behavior of methane hydrate-bearing sediments

2011 ◽  
Vol 38 (5) ◽  
pp. 637-640 ◽  
Author(s):  
Yanghui Li ◽  
Yongchen Song ◽  
Feng Yu ◽  
Weiguo Liu ◽  
Rui Wang
Keyword(s):  
Mechanical Behavior ◽  
Methane Hydrate ◽  
Confining Pressure ◽  
Hydrate Bearing Sediments

Study on Shear Strength of Artificial Methane Hydrate

2010 ◽  
Author(s):  
Feng Yu ◽  
Yongchen Song ◽  
Weiguo Liu ◽  
Yanghui Li ◽  
Jiafei Zhao
Keyword(s):  
Mechanical Properties ◽  
High Pressure ◽  
Shear Strength ◽  
Strain Rate ◽  
Methane Hydrate ◽  
Confining Pressure ◽  
Test System ◽  
Secant Modulus ◽  
Shear Tests ◽  
Hydrate Reservoir

The production of methane from hydrate reservoir may induce deformation of the hydrate-bearing strata. The research on mechanical properties of methane hydrate and establishing an efficient methane exploitation technology appear very important. In this paper, a low-temperature high-pressure triaxial test system including pressure crystal device (sample preparation system) was developed. A series of triaxial shear tests were carried out on artificial methane hydrate samples. The mechanical behavior was analyzed. The preliminary results show that the shear strength of methane hydrate increases with the increase of confining pressure and strain rate. While it increases with the decrease of temperature. Moreover, the secant modulus increases with the enhancement of strain rate and the decrease of confining pressure.

scholarly journals Effect of Confining Pressure on Mechanical Properties of Sediment Containing Synthetic Methane Hydrate

2010 ◽  
Vol 126 (7) ◽  
pp. 408-417 ◽  
Author(s):  
Kuniyuki MIYAZAKI ◽  
Tsutomu YAMAGUCHI ◽  
Yasuhide SAKAMOTO ◽  
Norio TENMA ◽  
Yuji OGATA ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Methane Hydrate ◽  
Confining Pressure

Experimental investigation on the mechanical properties of methane hydrate-bearing sand formed with rounded particles

2017 ◽  
Vol 45 ◽  
pp. 96-107 ◽  
Author(s):  
Shintaro Kajiyama ◽  
Yang Wu ◽  
Masayuki Hyodo ◽  
Yukio Nakata ◽  
Koji Nakashima ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Experimental Investigation ◽  
Methane Hydrate

Effect of Confining Pressure on Triaxial Compressive Properties of Artificial Methane Hydrate Bearing Sediments

2010 ◽  
Author(s):  
Kuniyuki Miyazaki ◽  
Akira Masui ◽  
Yasuhide Sakamoto ◽  
Norio Tenma ◽  
Tsutomu Yamaguchi
Keyword(s):  
Methane Hydrate ◽  
Confining Pressure ◽  
Compressive Properties ◽  
Hydrate Bearing Sediments

Experimental Study on the In Situ Mechanical Properties of Methane Hydrate-Bearing Sediments

2013 ◽  
Vol 275-277 ◽  
pp. 326-331 ◽  
Author(s):  
Zhong Ming Sun ◽  
Jian Zhang ◽  
Chang Ling Liu ◽  
Shi Jun Zhao ◽  
Yu Guang Ye
Keyword(s):  
Shear Strength ◽  
Methane Hydrate ◽  
Failure Time ◽  
Confining Pressure ◽  
Triaxial Tests ◽  
Hydrate Saturation ◽  
Confining Pressures ◽  
Coulomb Failure Criterion ◽  
Hydrate Bearing Sediments

TDR was introduced to solve the problem of how to measure hydrate saturation accurately. Then a series of un-drained triaxial tests were carried out on methane hydrate-bearing sediments under various conditions with effective confining pressures at 1, 2 and 4 MPa, average hydrate saturations at 15.71, 35.7 and 56.49% and strain rate at 0.8%/min. The results indicate that the shear strength increases with the increases of effective confining pressure and hydrate saturation, but the maximum failure time decreases with the increasing effective confining pressures. According to Mohr-Coulomb failure criterion, the shear strength of methane hydrate-bearing sediments was analyzed. It can be found that the internal friction angles are not sensitive to hydrate saturation, but the cohesion shows a high hydrate saturation dependency.

Experimental study on mechanical properties of methane-hydrate-bearing sediments

2012 ◽  
Vol 28 (5) ◽  
pp. 1356-1366 ◽  
Author(s):  
Xu-Hui Zhang ◽  
Xiao-Bing Lu ◽  
Li-Min Zhang ◽  
Shu-Yun Wang ◽  
Qing-Ping Li
Keyword(s):  
Mechanical Properties ◽  
Experimental Study ◽  
Methane Hydrate ◽  
Hydrate Bearing Sediments

Effects of particle sizes, wood to cement ratio and chemical additives on the properties of sesendok (Endospermum Diadenum) cement-bonded particleboard

2010 ◽  
Vol 7 (2) ◽  
pp. 57
Author(s):  
Jamaludin Kasim ◽  
Shaikh Abdul Karim Yamani ◽  
Ahmad Firdaus Mat Hedzir ◽  
Ahmad Syafiq Badrul Hisham ◽  
Mohd Arif Fikri Mohamad Adnan
Keyword(s):  
Mechanical Properties ◽  
Experimental Investigation ◽  
Cement Content ◽  
Particle Sizes ◽  
Thickness Swelling ◽  
Chemical Additives ◽  
Board Density ◽  
Cement Ratio ◽  
Aluminium Silicate ◽  
Cement Board

An experimental investigation was performed to evaluate the properties of cement-bonded particleboard made from Sesendok wood. The target board density was set at a standard 1200 kg m". The effect offarticle size, wood to cement ratio and the addition ofsodium silicate and aluminium silicate on the wood cement board properties has been evaluated. A change ofparticle size from 1.0 mm to 2.0 mm has a significant effect on the mechanical properties, however the physical properties deteriorate. Increasing the wood to cement ratio from 1:2.25 to 1:3 decreases the modulus ofrupture (MOR) by 11% and the addition ofsodium silicate improves valuesfurther by about 28% compared to the addition ofaluminum silicate. The modulus ofelasticity (MOE) in general increases with increasing cement content, but is not significantly affected by the addition ofsodium silicate or aluminium silicate, although the addition of their mixture (sodium silicate andaluminium silicate) consistentlyyields greater MOE values. Water absorption and thickness swelling is significantly affected by the inclusion ofadditives and better values are attained using higher wood to cement ratios.

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