温度及冷却方式对花岗岩力学参数影响的实验研究

Experimental Study on Effect of Temperature and Cooling Method on Mechanical Parameters of Granite

  • 摘要: 干热岩地层钻井过程中,钻井循环介质对井底不同温度岩石形成冷却效应,导致其力学特性与破坏模式发生变化。为研究温度及降温效应对干热岩力学参数的影响,以花岗岩为研究对象,对加热后(100~800 ℃)经自然冷却和水冷却的岩样进行声波实验和岩石力学实验,研究了温度和冷却方式对花岗岩声波波速、抗压强度、弹性模量、泊松比等力学参数的影响规律,分析了不同处理方式下花岗岩的宏观破坏机制。研究发现:温度超过临界阈值时,花岗岩的力学参数逐渐减小,400 ℃时降幅达23%;温度升高使花岗岩表现出延性破坏特征,抗压强度降低,在400~700 ℃时花岗岩抗压强度的降低更显著;花岗岩水冷却后的抗压强度比自然冷却降低约13%。研究结果为分析干热岩钻井过程中钻井液冷却效应对岩石力学参数的影响及利用声波测井数据计算分析地层参数提供了参考依据。

     

    Abstract: While drilling of hot dry rock formations, drilling fluid may exert a cooling effect on the downhole rock at different temperatures, causing the changes of rock mechanical properties and failure modes. To investigate the influence of temperature and cooling on the mechanical parameters of hot rock, granite was studied. Acoustic and mechanical experiments were carried out on the heated samples (100–800 °C) after natural cooling and water cooling. The influence of temperature and cooling method on the mechanical parameters of granite was studied, such as acoustic wave velocity, compressive strength, elastic modulus, and Poisson’s ratio, etc. In addition, the macroscopic failure mechanism of rock under different treatment methods was analyzed. The results indicate that the mechanical parameters of granite gradually decrease when the temperature exceeds the critical threshold, with the most significant decrease of 23% occurring at 400 °C. The increase in temperature causes granite to exhibit ductile failure characteristics, resulting in a decrease in compressive strength. The compressive strength of granite decreases more significantly from 400 °C to 700 °C. The compressive strength of granite decreases by about 13% after water cooling compared to natural cooling. The study could provide a reference for the influence of drilling fluid cooling on mechanical parameters of rock and the calculation and analysis of formation parameters by acoustic logging in the drilling process of hot dry rock.

     

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