A novel implementation method of GZZ-based constitutive model into FLAC3D-Reference-Cited by-同舟云学术

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A novel implementation method of GZZ-based constitutive model into FLAC3D

Published:2024-03 Issue: Volume:145 Page:105601
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Xiao Yingming,He Manchao,Qiao Yafei^ORCID,Cai Wuqiang,Jiang Yujing,Zhu Hehua

Publisher

Elsevier BV

Reference48 articles.

1. A new version of the generalized Zhang-Zhu strength criterion and a discussion on Its smoothness and convexity;Cai;Rock Mech. Rock Eng.,2021

2. Physical and numerical investigation on nonlinear mechanical properties of deep-buried rock tunnel excavation unloading under complicated ground stresses;Cai;Tunn. Undergr. Space Technol.,2023

3. True Triaxial Strength and Deformability of Crystalline Rocks;Chang,2001

4. A unified constitutive model for rock based on newly modified GZZ criterion;Chen;Rock Mech. Rock Eng.,2021

5. Experimental investigation on the influence of a single structural plane on rockburst;Cheng;Tunn. Undergr. Space Technol.,2023

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical implementation of a unified critical state soil model into FLAC ^3D and its application to analyse foundation pit excavation problems;Geomechanics and Geoengineering;2024-09-11

2. Hop-to-Hug algorithm: Novel strategy to stable cutting-plane algorithm based on convexification of yield functions;Journal of Rock Mechanics and Geotechnical Engineering;2024-08

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