岩石三轴抗压强度是表征地层抗钻性质的重要参数之一,是PDC钻头优选的基础和主要依据。利用测井资料获取地层岩石三轴抗压强度并进行聚类分层处理,建立了PDC钻头切削结构参数与岩石三轴抗压强度之间的定量关系,提出了基于岩石三轴抗压...岩石三轴抗压强度是表征地层抗钻性质的重要参数之一,是PDC钻头优选的基础和主要依据。利用测井资料获取地层岩石三轴抗压强度并进行聚类分层处理,建立了PDC钻头切削结构参数与岩石三轴抗压强度之间的定量关系,提出了基于岩石三轴抗压强度的PDC钻头优选方法。通过实例计算得出了311.2 mm PDC钻头切削结构参数设计结果。该方法可为现场PDC钻头优选提供必要的理论依据,具有一定的实用性。展开更多
The failure criterion of rocks is a critical factor involved in reliability design and stability analysis of geotechnical engineering.In order to accurately evaluate the triaxial compressive strength of rocks under di...The failure criterion of rocks is a critical factor involved in reliability design and stability analysis of geotechnical engineering.In order to accurately evaluate the triaxial compressive strength of rocks under different confining pressures,a nonlinear empirical strength criterion based on Mohr-Coulomb criterion was proposed in this paper.Through the analysis of triaxial test strength of 11 types of rock materials,the feasibility and validity of proposed criterion was discussed.For a further verification,six typical strength criteria were selected,and the prediction results of each criterion and test results were statistically analyzed.The comparative comparison results show that the prediction results obtained by applying this new criterion to 97 conventional triaxial compression tests of 11 different rock materials are highly consistent with the experimental data.Statistical analysis was executed to assess the application of the new criterion and other classical criteria in predicting the failure behavior of rock.This proposed empirical criterion provides a new reference and method for the determination of triaxial compressive strength of rock materials.展开更多
文摘岩石三轴抗压强度是表征地层抗钻性质的重要参数之一,是PDC钻头优选的基础和主要依据。利用测井资料获取地层岩石三轴抗压强度并进行聚类分层处理,建立了PDC钻头切削结构参数与岩石三轴抗压强度之间的定量关系,提出了基于岩石三轴抗压强度的PDC钻头优选方法。通过实例计算得出了311.2 mm PDC钻头切削结构参数设计结果。该方法可为现场PDC钻头优选提供必要的理论依据,具有一定的实用性。
基金Project(51774322)supported by the National Natural Science Foundation of ChinaProject(2018JJ2500)supported by Natural Science Foundation of Hunan Province,China+1 种基金Project(2020JGB135)supported by Degree and Postgraduate Education Reform Project of Central South University,ChinaProject(2018zzts209)supported by the Fundamental Research Funds for the Central Universities,China。
文摘The failure criterion of rocks is a critical factor involved in reliability design and stability analysis of geotechnical engineering.In order to accurately evaluate the triaxial compressive strength of rocks under different confining pressures,a nonlinear empirical strength criterion based on Mohr-Coulomb criterion was proposed in this paper.Through the analysis of triaxial test strength of 11 types of rock materials,the feasibility and validity of proposed criterion was discussed.For a further verification,six typical strength criteria were selected,and the prediction results of each criterion and test results were statistically analyzed.The comparative comparison results show that the prediction results obtained by applying this new criterion to 97 conventional triaxial compression tests of 11 different rock materials are highly consistent with the experimental data.Statistical analysis was executed to assess the application of the new criterion and other classical criteria in predicting the failure behavior of rock.This proposed empirical criterion provides a new reference and method for the determination of triaxial compressive strength of rock materials.
