Experimental investigation on the macro-mechanical behavior and micromechanical damage model of Xiyu conglomerate with pores and inclusions under triaxial compression  

作　　者：Yajun Cao Xuelei Duan Wei Wang Qizhi Zhu Dengfeng Zhao Long Jiang Qiang Zhang 

机构地区：[1]Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210024,China [2]Institute of Geotechnical Engineering,Hohai University,Nanjing 210024,China [3]Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines,Shenyang 110819,China [4]Momoke Water Conservancy Project Construction Management Bureau,Kashgar 844900,China [5]Institute of Geotechnical Engineering,China Institute of Water Resources and Hydropower Research,Beijing 100048,China

出　　处：《International Journal of Mining Science and Technology》2024年第11期1529-1549,共21页矿业科学技术学报（英文版）

基　　金：supported by National Natural Science Foundation of China(Nos.12102129 and 12072102);the Water Science and Technology Special Fund of Xinjiang Uygur Autonomous Region(No.XSKJ-2023-30);the Central University Basic Research Fund of China(Nos.B220202014 and B230201059);the Key Laboratory of Safe Mining of Deep Metal Mines,Ministry of Education(No.DM2022B01)。

摘　　要：The complex and special mechanical properties of Xiyu conglomerate are of great significance to the construction of water conservancy and hydropower engineering.The crack characteristic stress,dilatancy behavior,and failure mechanism of Xiyu conglomerate collected from Momoke Water Control Project,southwestern China,were analyzed and discussed based on the experimental results of triaxial compression test and 3D X-ray computed tomography test.The results show that with increasing confining pressure,the deformation characteristics and all characteristic stresses increase monotonically,while the dilation angle and dilatancy index decrease,and exponential function model can accurately describe the evolution rule of dilatancy index with confining pressure.While the porosity is negatively correlated with confining pressure.The failure modes of Xiyu conglomerate include axial tensile cracks,shear cracks,local cross cracks and cracks around gravel.With increasing confining pressure,the failure modes transform from tension cracks to shear cracks.A non-associated micromechanical damage model considering pressure dependent matrix presenting tension-compression asymmetry is proposed and applied to Xiyu conglomerate with pores and a large number of gravels.By comparing numerical calculations and experimental results,the proposed micromechanical plastic damage model is able to describe the mechanical behavior of Xiyu conglomerate.

关 键 词：Xiyu conglomerate Crack characteristic stress Dilation behavior CT observation Micromechanical plastic damage model 

分 类 号：TV223.1[水利工程—水工结构工程]