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中文摘要：
天然气水合物以胶结形式赋存时,对深海能源土的强度和变形特性影响显著,且其影响程度与所处温度、水压与力学环境密切相关。旨在建立可考虑温(温度)–压(水压)–力(力–位移与胶结破坏准则)耦合影响的深海能源土微观胶结模型。首先,依据能源土中水合物胶结可发生于两种接触形式(直接接触与有间距)的土颗粒间,提出适用于两种胶结模式的力–位移准则和胶结破坏准则。其次,提出温压距离参数L(表示在无量纲化处理后的温度–水压坐标平面,土体所处温度与水压点到水合物相平衡线的最小距离),并依据文献资料分析,建立水合物胶结强度、刚度与参数L间的关系。最后,建立由水合物饱和度确定的粒间水合物胶结尺寸计算方法,并据此进一步建立了胶结强度与刚度同水合物饱和度间的关系。该模型可以方便地植入离散元程序,从而用于深海能源土的宏微观力学分析。
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