DOAJ Open Access 2021

Mechanical properties and constitutive analyses of basalt fiber crumb rubber mortars in soft rock roadways

Wei-Guo Qiao Pershin Vladimir Jun-Ling Qin Shuai Zhang

Lihat Sumber DOI

Abstrak

Uniaxial compressive stress-strain curves of several groups of basalt fiber crumb rubber mortars (BF-CRM) with different contents are tested. By comparing with the GZH model, the improved values of the parameters of the BF-CRM constitutive model based on the GZH model are obtained. Then, taking the supporting scheme of main substation of the mine as the background, using FLAC3D to simulate the roadway support, using BF-CRM to replace the ordinary mortars in the original support, and combining with the triaxial compression test of different confining pressure, the application effect of BF-CRM in roadways support is studied and analyzed.

Topik & Kata Kunci

Environmental sciences

Penulis (4)

Wei-Guo Qiao

Pershin Vladimir

Jun-Ling Qin

Shuai Zhang

Format Sitasi

APA MLA BibTeX

Qiao, W., Vladimir, P., Qin, J., Zhang, S. (2021). Mechanical properties and constitutive analyses of basalt fiber crumb rubber mortars in soft rock roadways. https://doi.org/10.1051/e3sconf/202130301023

Akses Cepat

Lihat di Sumber doi.org/10.1051/e3sconf/202130301023

Informasi Jurnal

Tahun Terbit: 2021
Sumber Database: DOAJ
DOI: 10.1051/e3sconf/202130301023
Akses: Open Access ✓