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MESO-FAILURE MECHANISM OF ROCK UNDER THERMAL-MECHANICAL COUPLING EFFECTS

机译:热力耦合作用下岩石的细观破坏机理

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The meso-failure mechanism of rock under thermal-mechanical coupling effects has been investigated in-situ through Scanning Electron Microscopy (SEM). Some failure phenomena, such as brittle fracture of sandstone could occur in two places, different minerals bear independently, brittle cracks of sandstone under thermal-mechanical coupling effects can also bifurcate, had clearly been reported. A lot of micro-cracks or branch cracks near the main crack had been observed when the test temperature was below 100℃. However, when the temperature was over 125!, thermal activation of sandstone internal local zone would increase, and the ability to resist deformation and coordination has been strengthened. In addition, there were few cracks or secondary cracks near the main crack. From 25℃ to 300℃, fracture toughness of sandstone will increase firstly and then decrease, and 150! is the threshold temperature of fracture toughness of sandstone at meso-scale. With the increasing of temperature, sandstone failure mechanism will transfer from brittle to ductility mechanism. Sandstone failure was affected by many fracture mechanism, such as transgranular fracture, intracrystalline fracture and mixed mode fracture. The deformation field of sandstone, which was obtained through SEM micro-measurement, was measured using Digital Speckle Correlation Method (DSCM).
机译:通过扫描电子显微镜(SEM)对岩石在热力耦合作用下的细观破坏机理进行了研究。已经清楚地报道了一些破坏现象,例如在两个地方发生砂岩的脆性断裂,不同的矿物独立地承载,在热力耦合作用下砂岩的脆性裂纹也可以分叉。当测试温度低于100℃时,在主裂纹附近观察到许多微裂纹或分支裂纹。然而,当温度超过125℃时,砂岩内部局部区域的热活化将增加,并且抵抗变形和配位的能力得到增强。另外,在主裂纹附近几乎没有裂纹或次级裂纹。从25℃到300℃,砂岩的断裂韧性将先增大然后减小,为150!是中尺度砂岩断裂韧性的阈值温度。随着温度的升高,砂岩破坏机制将从脆性转变为延性机制。砂岩破坏受多种断裂机制的影响,如穿晶断裂,晶内断裂和混合模式断裂。使用数字散斑相关法(DSCM)测量通过SEM显微测量获得的砂岩变形场。

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