Three-dimensional partition-of-unity generalized node method for the simulation of fractured rock mass-Reference-Cited by-同舟云学术

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Three-dimensional partition-of-unity generalized node method for the simulation of fractured rock mass

Published:2024-02 Issue: Volume:419 Page:116688
ISSN:0045-7825
Container-title:Computer Methods in Applied Mechanics and Engineering
language:en
Short-container-title:Computer Methods in Applied Mechanics and Engineering

Author:

Cai Yongchang,Yan Pengfei

Funder

Ministry of Science and Technology of the People's Republic of China

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference55 articles.

1. Numerical determination of elastic compliance tensor of fractured rock masses by finite element modeling;Yang;Int. J. Rock Mech. Min. Sci.,2014

2. Integration of three dimensional discontinuous deformation analysis (DDA) with binocular photogrammetry for stability analysis of tunnels in blocky rockmass;Zhu;Tunn. Undergr. Space Technol.,2016

3. Centroid sliding pyramid method for removability and stability analysis of fractured hard rock;Wu;Acta Geotech,2017

4. A DFN–DEM multi-scale modeling approach for simulating tunnel excavation response in jointed rock masses;Wang;Rock Mech. Rock Eng,2020

5. Advanced stability analysis method for the tunnel face in jointed rock mass based on DFN-DEM;Fan;Undergr. Space.,2023

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1. Investigation of fracturing in heterogeneous rocks with cracks under abrasive water jet impact using pixel method;Powder Technology;2024-07

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