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- W4310387173 abstract "Excavations developed in underground projects can cause stress reorientation such as the unloading of normal stress or clamping forces on discontinuities inside the rock mass. In this paper, unloading-induced direct shear tests (UIDST) were performed on granite rock joints with single triangular asperities forming different inclination angles (e.g., 15° and 30°). The numerical method four-dimensional lattice spring model (4D-LSM) was utilised to reproduce the tests and obtain correlations between several factors. Our results show that the joint asperity angle and initial shear stress will influence the energy released during the joint surface slip and asperity shearing stages." @default.
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- W4310387173 date "2022-11-30" @default.
- W4310387173 modified "2023-09-25" @default.
- W4310387173 title "A numerical study on the normal stress unloading-induced shear failure of rock joints using the four-dimensional lattice spring model" @default.
- W4310387173 doi "https://doi.org/10.1201/9781003359159-5" @default.
- W4310387173 hasPublicationYear "2022" @default.
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