Mechanical Behavior of Clayey Methane Hydrate-Bearing Sediment: Effects of Pore Size and Physicochemical Characteristics Using a Novel Dem Contact Model

Abstract

The mechanical behavior of Methane Hydrate-Bearing Sediment (MHBS) is essential for the safe exploitation of Methane Hydrate (MH). In particular, the pore size and physicochemical characteristics of MHBS significantly influence its mechanical behavior, especially in clayey grain-cementing type MHBS. This study employs the Distinct Element Method (DEM) to investigate both the macroscopic and microscopic mechanical behavior of clayey grain-cementing type MHBS, focusing on variations in pore size and physicochemical characteristics. To accomplish this, we propose a Thermo-Hydro-Mechanical-Chemical-Soil Characteristics (THMCS) DEM contact model that incorporates the effects of pore size and physicochemical characteristics on the strength and modulus of MH. This THMCS model is validated using experimental data available in the literature. Using the proposed contact model, we conducted a series of investigations to explore the mechanical behavior of MHBS under conventional loading paths, including isotropic and drained triaxial tests using the DEM. The numerical results show that smaller pore sizes and lower water content—key physicochemical characteristics—can lead to reduced shear strength and stiffness due to the accelerated breakage of aggregates and cementation. Additionally, heating was found to further accelerate the process of structural damage in MHBS.

Keywords: Distinct Element Method, Methane Hydrate-Bearing Sediments, Thermo-Hydro-Mechanical-Chemical-Soil Characteristics contact model, Pore size, Physicochemical properties