X-ray Insights into Fluid Flow During Rock Failures: Nonlinear Modeling of Fluid Flow Through Fractures with Varied Roughness

被引:2
作者
Sun, Huan [1 ,2 ]
Long, Qijian [1 ]
Ye, Zhenni [1 ,2 ]
Liu, Hao [1 ]
Meng, Zimin [1 ]
机构
[1] Hainan Univ, Sch Civil Engn & Architecture, Haikou 570228, Hainan, Peoples R China
[2] Hainan Univ, Collaborat Innovat Ctr Ecol Civilizat, Haikou 570228, Peoples R China
基金
海南省自然科学基金; 中国国家自然科学基金;
关键词
Fractured rock mass; Hydraulic gradient; Multilevel stress loading; Joint roughness coefficient (JRC); Non-linear flow model; NON-DARCY FLOW; CONDUCTIVITY; BEHAVIOR; LAW;
D O I
10.1007/s10706-024-02771-y
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Fluid flow and evolution mechanisms in fractured rocks are fundamental tasks in engineering fields such as geohazards prediction, geothermal resource exploitation, oil and gas exploitation, and geological sequestration of carbon dioxide. This study employed an enhanced X-ray imaging digital radiography to investigate nonlinear flow model of fluid through different roughness fractures. The X-ray images of fluid flow during rock failure were analyzed using a multi-threshold segmentation method applied to the X-ray absorption dose. The result show that a proposed nonlinear flow equation considers the joint roughness coefficient and the uniaxial compressive strength of the jointed rock, enabling a better understanding of the nonlinear flow behavior in fractured rock masses. This modeling approach has important theoretical and practical implications. By accounting for key factors influencing fluid flow behavior, it can help guide monitoring efforts to support early warning of fractured rock mass instability. Additionally, a more mechanistic understanding of flow processes may inform strategies to prevent engineering geological hazards.
引用
收藏
页码:4049 / 4067
页数:19
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