Corrigendum to “Mechanical behaviors of backfill-rock composites: Physical shear test and back-analysis” [J rock Mech Geotech Eng 3 (2024) 807–827]  

作　　者：Jie Xin Quan Jiang Fengqiang Gong Lang Liu Chang Liu Qiang Liu Yao Yang Pengfei Chen 

机构地区：[1]State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,430071,China [2]University of Chinese Academy of Sciences,Beijing,100049,China [3]School of Civil Engineering,Southeast University,Nanjing,211189,China [4]Energy School,Xi'an University of Science and Technology,Xi'an,710054,China

出　　处：《Journal of Rock Mechanics and Geotechnical Engineering》2025年第2期1285-1286,共2页岩石力学与岩土工程学报(英文)

摘　　要：The authors regret that in the paper of Xin et al.(2024),a bug was found in the used numerical implementation.It concerns one of the damage coefficient that was incorrectly updated during the calculation process.As a consequence for some fluctuation scales,the bug had a limited impact on the found constitutive model.Therefore,the conclusions given in the paper are still valid.The authors have re-analyzed all the constitutive model results presented in the paper and the corrected Table 9,Eqs.(19)and(20),and Fig.18 in the original paper are shown as follows.

关 键 词：ROCK process CONSTITUTIVE 

分 类 号：P31[天文地球—固体地球物理学]