Mechanical properties and damage constitutive model of coal in coal-rock combined body. (October 2018)

• Record Type: Journal Article
• Authors: Liu, X.S.; Tan, Y.L.; Ning, J.G.; Lu, Y.W.; Gu, Q.H.
• Is Part Of: International journal of rock mechanics and mining sciences. Volume 110(2018)
• Page Start: 140
• Page End: 150
• Publication Date: 2018-10
• Subjects: Coal-rock combined sample -- Mechanical property -- Damage constitutive model -- Cascade system -- Coal-rock height ratio; Rock mechanics -- Periodicals; Soil mechanics -- Periodicals; Mining engineering -- Periodicals; Roches, Mécanique des -- Périodiques; Sols, Mécanique des -- Périodiques; Technique minière -- Périodiques; 624.151305
• DOI: 10.1016/j.ijrmms.2018.07.020
• Languages: English
• ISSNs: 1365-1609

Abstract

Abstract: Coal and rock mass bear loads together in underground engineering such as coal mining and roadway support, resulting in different mechanical properties from those of pure coal and rock mass. Accurately obtaining the mechanical properties of coal in coal-rock combined body can help to properly understand the deformation and failure characteristics of the underground coal mass. First, an experimental method to obtain the stress and strain of coal in coal-rock combined samples using strain gauges was proposed and validated. Then, tests on thirteen types of coal-rock combined samples were conducted. The results show that the rock experienced a strain recovery and played a loading effect on the failure of coal when coal-rock samples failed. The compressive strength of coal in the sample increased with the rock strength, and decreased with the coal-rock height ratio. Furthermore, two damage constitutive models of coal were established by serially connecting one damage body with one or two Newton body(s), to reveal the influences of rock(s) on the mechanical behavior of coal in coal-rock samples. Finally, test results were fitted using the two models. It was showed that the two models can accurately describe the stress-strain curves of coal in coal-rock samples and reflect the influences of rock(s), coal-rock combination form and coal-rock height ratio. The fitting constants of the two models have clear physical meanings and can be easily obtained, which are expected to be widely used in underground engineering. Highlights: A test method to obtain the stress and strain of coal in coal-rock combined samples is proposed and its validation is conducted. Tests on the mechanical properties of coal in coal-rock combination are conducted. The properties of coal in coal-rock combination should be used in. Two damage constitutive models for coal in coal-rock combined samples are developed. Fitting results verify the validation of the two constitutive models.