A two-dimensional grouting model considering hydromechanical coupling and fracturing for fractured rock mass

DOI10.1016/J.ENGANABOUND.2021.09.013OpenAlexW3204598563MaRDI QIDQ2058082

Yao Tong, Gang Wang, Chengzeng Yan, Wenhui Ke, Zhi-qiang Luo

Publication date: 7 December 2021

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2021.09.013

zbMATH Keywords

hydromechanical couplingcombined finite-discrete element method (FDEM)fractured rock massgroutingrock fracturing

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX) Geophysics (86-XX)

Related Items (2)

A 2D discrete moisture diffusion model for simulating desiccation fracturing of soil ⋮ MultiFracs

Uses Software

• Y-Geo

Cites Work

• Unnamed Item
• Three-dimensional fracture propagation with numerical manifold method
• Granular packing: numerical simulation and the characterisation of the effect of particle shape
• A coupled contact heat transfer and thermal cracking model for discontinuous and granular media
• Simulation of the thermal shock of brittle materials using the finite-discrete element method
• Hydraulic fracturing modeling using the enriched numerical manifold method
• Contact mechanics for analysis of fracturing and fragmenting solids in the combined finite-discrete element method
• Combined single and smeared crack model in combined finite-discrete element analysis

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