energies Article Influence Analysis and Stepwise Regression of Coal Mechanical Parameters on Uniaxial Compressive Strength Based on Orthogonal Testing Method Peipeng Zhang 1, Jianpeng Wang 1,*, Lishuai Jiang 1 , Tao Zhou 2, Xianyang Yan 2, Long Yuan 1 and Wentao Chen 1 1 State Key Laboratory of Mining Disaster Prevention and Control, Shandong University of Science and Technology, Qingdao 266590, China;
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[email protected] Received: 13 April 2020; Accepted: 9 July 2020; Published: 15 July 2020 Abstract: Uniaxial compressive strength (UCS) and peak strain (PS) are essential indices for studying the mechanical properties of coal and rock masses, and they are closely related to mechanical parameters such as the elastic modulus (E), Poisson’s ratio (υ), cohesion (C) and internal friction angle (F) of coal and rock masses. This study took the No. 2-1 coal seam of Zhaogu No. 2 Mine, in Henan Province, China, as the research object. An RMT-150B servo testing machine was used to test all mechanical parameters, including the E, υ, C and F of coal and rock masses. Based on the principle of orthogonal testing, Three Dimensions Fast Lagrangian Analysis of Continua (FLAC3D) was used to select E, υ, C, F, tensile strength (Rm) and dilation angle (Y) as initial participation 6 factors. Using these six parameters and a five-level combination scheme (L25 (5 )), the influence of coal mechanical parameters on UCS and PS was investigated, using the software SPSS for stepwise regression analysis, and a uniaxial pressure-resistant regression prediction equation was established.