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不同温度钻井液浸泡岩石对其表面形貌的影响
引用本文:邓嵘,刘建平,罗敏敏,张家彧,黄安龙.不同温度钻井液浸泡岩石对其表面形貌的影响[J].钻井液与完井液,2021,38(6):691-697.
作者姓名:邓嵘  刘建平  罗敏敏  张家彧  黄安龙
作者单位:西南石油大学机电工程学院, 成都 610500
基金项目:国家自然科学基金项目“气体钻井激光-机械复合作用高效破岩机理与试验研究”(51974272)
摘    要:为揭示钻井液浸泡岩石产生表面形貌损伤引起井壁失稳,选取砂岩、页岩岩样,利用三维光学显微镜,对不同温度钻井液浸泡作用前后的岩石表面形貌进行测试,定量分析其特征参数,探讨温度对岩石表面形貌的影响机制及损伤度。结果表明:随温度的升高,特征参数Sa、Sq、Sk整体上呈增大趋势,特征参数Sr整体上呈减小趋势,导致其形貌轮廓的粗糙度、离散性、波动性增加,轮廓起伏度降低,对称性优于浸泡前;在30~120 ℃时,形貌损伤度逐渐增加,在120~150 ℃时,形貌损伤度降低,形貌损伤度极值点TS在120~150 ℃之间。砂岩和页岩的高度特征参数的损伤度大于纹理特征参数的损伤度。 

关 键 词:钻井液浸泡    表面形貌    特征参数    温度    形貌损伤度
收稿时间:2021-07-28

Effects of Drilling Fluid Soaking on Surface Morphology of Rocks at Different Temperatures
Affiliation:School of Mechanical and Electrical Engineering, Southwest Petroleum University, Chengdu, Sichuan 610500
Abstract:Soaking of rocks in drilling fluids often causes the surface morphology of the rocks to be damaged, which is probably related to the collapse of borehole walls. To reveal the relationship between the two phenomena, sandstone and shale samples were selected to test using 3D optical microscope for their surface morphology prior to and after soaking in drilling fluids at different temperatures. The characteristic parameters of the rocks were quantitatively analyzed and the effects on and damage to the surface morphology of the rocks by temperature investigated. It was found that as temperature increases, the characteristic parameters Sa, Sq and Sk also increase, while the characteristic parameter Sr decreases, resulting in increases in the roughness, discreteness and volatility of the morphologic contour of the rocks, reduction in the relief of the rocks and better symmetry of the rocks after soaking than before. In the temperature range of 30-120 ℃, the degree of morphology damage is gradually increasing with temperature, in the temperature range of 120-150 ℃, the degree of morphology damage is gradually decreasing with temperature. The Ts, which is the extreme value of the degree of morphology damage, lies between 120 ℃ and 150 ℃. Compared with sandstones, shale has a bigger relative degree of damage. Compared with the degree of damage of the rocks measured with texture characteristic parameters, degree of damage of the rocks measured with height characteristic parameters is bigger. 
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