Research on rock crack contact model considering linked substances based on particle flow method  

作　　者：Fukun Xiao Kai Xie Lei Shan Gang Liu Lianchong Li Fedotova Iuliia 

机构地区：[1]Heilongjiang Ground Pressure&Gas Control in Deep Mining Key Lab,Heilongjiang University of Science and Technology,Harbin 150022,China [2]School of Safety Engineering,Heilongjiang University of Science and Technology,Harbin 150022,China [3]School of Resources and Civil Engineering,Northeastern University,Shenyang 110819,China [4]Khabarovsk Federal Research Center of the Far Eastern Branch of the Russian Academy of Sciences,Khabarovsk 68000,Russia

出　　处：《International Journal of Mining Science and Technology》2025年第4期553-571,共19页矿业科学技术学报(英文版)

基　　金：supported by the Natural Science Foundation of Heilongjiang Province(No.ZD2021E006);the National Natural Science Foundation of China(Nos.52174075 and 52074110).

摘　　要：The models constructed by particle flow simulation method can effectively simulate the heterogeneous substance characteristics and failure behaviors of rocks.However,existing contact models overlook the rock cracks,and the various simulation methods that do consider cracks still exhibit certain limitations.In this paper,based on Flat-Joint model and Linear Parallel Bond model,a crack contact model considering linked substance in the crack is proposed by splitting the crack contact into two portions:linked portion and unlinked portion for calculation.The new contact model considers the influence of crack closure on the contact force-displacement law.And a better compressive tensile strength ratio(UCS/T)was obtained by limiting the failure of the contact bond to be solely controlled by the contact force and moment of the linked portion.Then,by employing the FISH Model tool within the Particle Flow Code,the contact model was constructed and verified through contact force–displacement experiments and loading-unloading tests with cracked model.Finally,the contact model was tested through simulations of rock mechanics experiments.The results indicate that the contact model can effectively simulate the axial and lateral strain laws of rocks simultaneously and has a relatively good reproduction of the bi-modularity of rocks.

关 键 词：Crack closure Contact model Compaction stage Initial effective modulus Lateral strain 

分 类 号：TU45[建筑科学—岩土工程]