蠕动
分形
非线性系统
岩土工程
变形(气象学)
机械
材料科学
衍生工具(金融)
地质学
分形维数
实验数据
试验数据
非线性模型
笼状水合物
结构工程
作者
Kai Li,Fan Zhang,Bowen Yang,Wei Xu
标识
DOI:10.1139/cgj-2025-0077
摘要
Natural gas hydrate, which contains large amounts of methane, is a potentially vast and untapped source of clean energy. It forms under high-pressure, low-temperature conditions, typically found in deep-sea sediments. However, long-term exploitation of these resources poses several geoengineering risks, with creep deformation in hydrate-bearing sediments (HBSs) being a critical factor in predicting geohazards. In this study, a multistep loading test is employed to model the complex time-dependent deformation of HBSs. In this model, a variable-order fractal derivative is introduced to capture the nonlinear viscoelastic–plastic strain behavior of HBSs, featuring straightforward parameter identification, transparent physical meaning, and exceptional computational efficiency. The proposed model can predict the creep behavior of HBSs under various loading path. Comparisons between model predictions and experimental results show that the model successfully describes the entire failure process, particularly the accelerated creep phase. These findings are significant for predicting the nonlinear failure behavior of natural gas hydrate reservoirs during extended exploitation.
科研通智能强力驱动
Strongly Powered by AbleSci AI