含天然气水合物砂质沉积物的临界状态模型

CRITICAL STATE MODEL OF NATURAL GAS HYDRATE BEARING SANDY SEDIMENT

  • 摘要: 赋存于砂质储层中的天然气水合物,相对于赋存在黏性储层中的天然气水合物更易开采,准确模拟砂质沉积层的力学变化特性,对评估在天然气水合物开发过程中海底结构稳定性及防止海底滑坡等地质灾害具有重要意义。然而,针对考虑水合物分解效应的含天然气水合物砂质沉积物本构模型的研究仍较为匮乏。为了准确模拟天然气水合物砂质沉积物的力学特性,基于应力分配概念和SANISAND模型框架,构建适用于含天然气水合物沉积物的临界状态模型,通过利用应力分配的概念描述水合物在沉积物整体受力中所起到的作用,从而考虑水合物的存在对沉积物骨架力学行为的改变。此外,通过在临界状态线控制方程中引入水合物饱和度相关参数,使模型能够考虑水合物填充效应对沉积物剪缩和剪胀行为的影响。该模型可以考虑由于水合物的存在导致的剪切强度的增长及剪胀效应,以及预测由于水合物分解导致的土体力学特性的变化。通过利用建立的模型,对含天然气水合物砂质沉积物的室内排水三轴剪切试验结果进行预测,验证了所建立模型的正确性和有效性。

     

    Abstract: Natural gas hydrates existing in sandy reservoirs are easier to extract than natural gas hydrates existing in viscous clay layers. Accurately simulating the mechanical behavior of sandy sediments is crucial for assessing seabed stability and mitigating geological risks, such as submarine landslides, during hydrate extraction. However, constitutive models that account for the decomposition of gas hydrates in sandy sediments are still underdeveloped. This study presents a critical state model tailored for hydrate-bearing sandy sediments, based on the stress distribution concept and on the SANISAND model framework. By incorporating stress distribution to represent the role of hydrates in the sediment matrix, the model captures the impact of hydrates on the mechanical behavior of the sediment skeleton. Additionally, hydrate saturation parameters are introduced into the critical state line equation to account for the effects of hydrate filling on the sediment’s shear contraction and dilation behavior. The model proposed can simulate the enhanced shear strength and dilation caused by hydrates, as well as predict the changes in soil mechanical properties due to hydrate decomposition. The model's accuracy is validated by predicting the results of drained triaxial shear tests on hydrate-bearing sandy sediments in laboratory conditions.

     

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