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结构性深海固碳黏土的离散元模拟方法研究

蒋明镜 董硕

岩土工程学报2026,Vol.48Issue(6):1121-1129,9.
岩土工程学报2026,Vol.48Issue(6):1121-1129,9.DOI:10.11779/CJGE20240141

结构性深海固碳黏土的离散元模拟方法研究

Discrete element method for structural carbon dioxide hydrate-bearing clay

蒋明镜 1董硕1

作者信息

  • 1. 苏州科技大学土木工程学院,江苏 苏州 215009
  • 折叠

摘要

Abstract

The large-scale exploitation of methane hydrate-bearing clay through carbon dioxide displacement holds significant importance in reducing carbon emissions and maintaining strata stability.The clay sediment containing CO2 hydrates during the replacement process is called carbon dioxide hydrate-bearing clay.By analyzing the experimental data available in literatures,the phase equilibrium curve of methane-carbon dioxide hydrate is obtained.The relationships among the condition parameter L,strength and elastic modulus of carbon dioxide hydrates are established.These relationships can be incorporated into the microscopic contact model for grain-cementing type methane hydrate-bearing clay in the discrete element method(DEM)to finally build a three-dimensional contact model of grain-cementing type for the structured carbon-dioxide hydrate-bearing clay.The model can consider the effects of different carbon dioxide mole fractions.Based on the built contact model,a series of isotropic compression tests and conventional triaxial compression tests are conducted through the DEM simulation,and the simulated results are compared with the present laboratory experimental ones.The results show that the proposed contact model in this study can characterize the change laws of mechanical properties of the structured carbon dioxide hydrate-bearing clay,which can provide technical reference for the exploitation and utilization of methane hydrate in the future.

关键词

深海固碳黏土/二氧化碳摩尔分数/相平衡/离散单元法/力学特性

Key words

carbon dioxide hydrate-bearing clay/molar fraction of carbon dioxide/phase equilibrium/discrete element method/mechanical property

分类

建筑与水利

引用本文复制引用

蒋明镜,董硕..结构性深海固碳黏土的离散元模拟方法研究[J].岩土工程学报,2026,48(6):1121-1129,9.

基金项目

国家自然科学基金重点项目(52331010,52531010) (52331010,52531010)

国家自然科学基金重大项目(51890911)This work was financially supported by National Natural Science Foundation of China(Grant Nos.52331010,52531010,51890911). (51890911)

岩土工程学报

1000-4548

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