Tunnel excavation in fair rock masses presents significant challenges due to complex stress redistribution and deformation mechanisms. This study develops and validates a full-scale three-dimensional finite element (3D FEM) model of a road tunnel excavated in fair blocky limestone in eastern Egypt using ABAQUS/CAE 2019...
Mamdouh E. Osman, A. Osman, Nabil M. Nagy et al.· IOP Conference Series: Earth...· 0 citations
Short reinforced concrete (RC) columns in multistory structures are frequently subjected to
combined axial load and biaxial bending arising from wind, seismic actions, and construction
eccentricities. Accurate prediction of their nonlinear response remains challenging due to complex
stress interactions and limitatio...
Eyaramuonan Charles Arogo· International Journal of Eng...· 0 citations
Surrounding rock deformation and loosening zone thickness are critical parameters for tunnel support design and stability evaluation. This study examined the variable-cross-section Qingshan Tunnel on the Ren-Zun Expressway. Systematic field monitoring measured surrounding rock pressure, displacement, and loosening zone...
Nai-Tao Zheng, You-Yun Li, Zhi-Feng Wang et al.· Frontiers in Earth Science· 0 citations
Concrete-faced rockfill dams (CFRDs) constructed in narrow and steep valleys are strongly influenced by the mechanical interaction between the dam body and abutment bedrock. Under long-term construction and reservoir impoundment, time-dependent frictional slip along the dam–abutment interface may alter deformation tran...
Junjie Wu, Jinyong Fan, Guo-Ying Li et al.· Applied Sciences· 0 citations
This paper addresses the critical issue of high metal intensity and corrosion degradation in underground mine support systems by introducing an alternative non-metallic solution. The research proposes a low-metal-intensity combined dual-level rock bolting system where traditional steel SVP-19 profiles and retaining p...
V. Ruskykh, O. Haidai, I. Filippov et al.· E3S Web of Conferences· 0 citations
Accurate estimation of lateral displacement in reinforced concrete (RC) columns is essential for performance-based seismic assessment. Total lateral displacement consists of flexural, bar-slip, and shear deformation components; however, commercial structural analysis platforms such as SAP2000 generally consider only fl...
Sıla Avğın, M. M. Köse, E. Biçici· Journal of Structural Engine...· 0 citations
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