4.7 Article

Geomechanical property evolution of hydrate-bearing sediments under dynamic loads: Nonlinear behaviors of modulus and damping ratio

期刊

ENGINEERING GEOLOGY
卷 295, 期 -, 页码 -

出版社

ELSEVIER
DOI: 10.1016/j.enggeo.2021.106427

关键词

Resonant column test; Dynamic modulus; Damping ratio; Poisson's ratio; Modulus degradation; Stress sensitivity

资金

  1. National Natural Science Foundation of China [42006182]
  2. National Key Research and Development Program of China [2018YFE0126400]
  3. Department of Natural Resources of Guangdong Province Project [GDNRC[2020]-047]
  4. Open Research Fund Program of the Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring (Central South University), Ministry of Education [2020YSJS16]
  5. Fundamental Research Funds for the Central Universities, China University of Geosciences, Wuhan [CUG200614, CUGGC09]

向作者/读者索取更多资源

Understanding the dynamic mechanical properties of hydrate reservoirs is crucial for safe and economic production. The damping ratio increases with hydrate content, aiding in identification. Stress and hydrate enhance modulus, but high saturation dampens stress effects.
Understanding dynamic mechanical properties of hydrate reservoirs is essential for ensuring safety and economic hydrate production. The modulus, damping ratio, and Poisson's ratio are critical parameters in interpreting seismic surveys and well logging data and the stability prediction of hydrate reservoirs during production or under earthquake conditions. In this paper, the shear and Young's moduli and damping ratios were evaluated by conducting resonant column tests on the synthetic hydrate-bearing specimens with respect to hydrate saturation, stress state, strain range, void ratio, pore pressure, and stress history. Regardless of the test conditions, a distinct increase in the damping ratio with an increase in the modulus of hydrate-bearing specimens could be used to identify the hydrate occurrence. The stress and hydrate improve the modulus of hydrate-bearing specimens; however, the exponent enhancement of stress on the modulus of hydrate-bearing specimens is suppressed by high hydrate saturation. In addition, a rapid nonlinear decrease in the normalized modulus of hydrate-bearing specimens with high hydrate saturation occurred under identical strain increments, and the corresponding damping ratio also increased rapidly. Along with the modulus data of other synthetic and natural hydrate-bearing specimens determined using various methods, a definite exponential relationship between E-h = E-0* e(n)*(Sh) and different parameter settings was established to satisfy various application conditions. In contrast, the Poisson's ratio of hydrate-bearing sediments should be determined with caution because of its relationship with specimen deformation or damage.

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