An FDM–DEM coupling method for analyzing the mechanical behavior of a slope reinforced by piles
Author:
Funder
the National Key Research and Development Project of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12665-024-11556-8.pdf
Reference49 articles.
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2. Bai YF, Li XJ, Yang WM, Xu ZH, Lv MY (2022) Multiscale analysis of tunnel surrounding rock disturbance: a PFC3D-FLAC3D coupling algorithm with the overlapping domain method. Comput Geotech 147:104752. https://doi.org/10.1016/j.compgeo.2022.104752
3. Brinkgreve RBJ, Bakker HL (1991) Non-linear finite element analysis of safety factors. In: Proc. 7th Int. Conf. on Comp. Methods and Advances in Geomechanics, Cairns, Australia. 2, 1117–1122
4. Cai F, Keizo U (2000) Numerical analysis of the stability of a slope reinforced with piles. Soils Found 40:73–84. https://doi.org/10.3208/sandf.40.73
5. Cao YS, Yu QL, Zhou GL et al (2023) A novel damaged-based numerical manifold method to simulate the failure process of brittle rocks from damage evolution to crack initiation, propagation and coalescence. Eng Anal Bound Elem 155:452–470. https://doi.org/10.1016/j.enganabound.2023.05.042
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