Relationship model for the drilling parameters from a digital drilling rig versus the rock mechanical parameters and its application

被引:19
|
作者
Wang, Qi [1 ,2 ]
Gao, Hongke [1 ,2 ]
Jiang, Bei [1 ,2 ]
Yang, Jun [2 ]
Lv, Zhijin [3 ]
机构
[1] Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan 250061, Shandong, Peoples R China
[2] China Univ Min & Technol, Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
[3] Taiyuan Univ Technol, Taiyuan 030024, Shanxi, Peoples R China
基金
中国博士后科学基金;
关键词
Digital drilling rig; Rock cutting; Drilling parameter; Rock mechanical parameter; Relationship model; Inversion method; GROUND CHARACTERIZATION; ROLLER-BITS; TOOTH WEAR; STRENGTH;
D O I
10.1007/s12517-018-3715-z
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Measuring rock mechanical parameters is an essential step for support design in an underground project. To quickly obtain the surrounding rock mechanical parameters at a construction site in real time using a digital drilling rig, a quantitative relationship between the drilling parameters and rock mechanical parameters should be defined. In this paper, based on the fracture characteristics of rock cutting, a relationship model for the drilling parameters of the digital drilling rig versus the rock mechanical parameters (DP-RMP model) is created. Based on the multi-function rock drilling test system developed by the authors, rock drilling tests for different drilling parameters and theoretical results are compared and analysed to prove the validity and accuracy of the DP-RMP model. Additionally, the influence laws of the cohesion and internal friction angle on the rock cutting drilling torque are investigated. Drilling parameters from the digital drilling rig-based rock mechanical parameter inversion method is proposed; the feasibility of this method is verified by rock drilling test results. The study provides a theoretical basis for quickly obtaining the rock mechanical parameters using drilling parameters on site in real time.
引用
收藏
页数:10
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