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Correlation Analysis and Prediction of Sandstone Strength Considering Drilling Parameters and Petrographic Characteristics

岩相学 地质学 钻探 相关系数 抗压强度 长石 岩土工程 石英 均方误差 粒度 随钻测量 压缩(物理) 石油工程 决定系数 矿物学 钻井液 试验数据
作者
Jintao Kang,Zhenhao Xu,Peng Lin,Huihui Xie
出处
期刊:International Journal of Geomechanics [American Society of Civil Engineers]
卷期号:26 (2) 被引量:1
标识
DOI:10.1061/ijgnai.gmeng-11630
摘要

The objective of this study is to develop a reliable method for predicting sandstone strength by integrating drilling parameters and petrographic characteristics. The prediction of sandstone strength using drilling parameters has garnered widespread attention due to its speed and reliability. However, it faces challenges related to multiple possible solutions. To address this, an integrated strength prediction method of sandstone considering drilling parameters and petrographic characteristics was proposed. Using a self-developed digital drilling test system, laboratory drilling tests were conducted on sandstones with varying strengths. Core samples underwent uniaxial compression tests, splitting tests, mineral composition analyses, and grain size assessments. The correlation between strength parameters, drilling response parameters, and petrographic characteristics was analyzed. The results showed that using only drilling rate and torque for predicting sandstone strength resulted in multiple solutions, with a coefficient of determination (R2) below 0.6, which hindered the establishment of a reliable model. However, when combined with the quartz and feldspar content, these parameters significantly improved the accuracy of the sandstone strength prediction. A prediction index system and model for sandstone strength, based on feldspar content, quartz content, drilling rate, and torque, were developed and validated using a random forest algorithm. The proposed model demonstrated the best performance in terms of R2, mean absolute error (MAE), and root mean square error (RMSE). For uniaxial compressive strength prediction (ranging from 15.88 to 194.07 MPa), the R2 values were 0.98 and 0.89 for the training and test sets, the MAE values were 3.5 and 10.2 MPa, and the RMSE values were 4.8 and 15.6 MPa, respectively. The proposed method has proven to be highly effective in predicting sandstone strength, addressing the issue of multiple solutions when using drilling parameters, and enabling quick and accurate strength prediction during the drilling process.

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