非贯通节理黄土单轴压缩裂纹扩展特征颗粒流分析
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1.兰州交通大学 土木工程学院, 甘肃 兰州 730070 ;2.兰州铁道设计院有限公司, 甘肃 兰州 730000 ;3.山东省水利科学研究院, 山东 济南 250013

作者简介:

孙纬宇(1988-),男,博士,副教授,主要从事岩土与隧道工程等方面的研究工作。E-mail:sunwy_11@163.com。

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TU411

基金项目:

国家自然科学基金(52208392,52068044,52168058);中国博士后科学基金(2021M693843);地震科技星火计划(XH23043YA)


Particle flow analysis of crack propagation characteristics in nonpersistent jointed loess under uniaxial compression
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1.School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070 ,Gansu, China ; 2.Lanzhou Railway Survey and Design Institute Co., Ltd., Lanzhou 730000 ,Gansu, China ;3.Water Resources Research Institute of Shandong Province, Ji'nan 250013 , Shandong, China

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    摘要:

    为探究节理黄土裂纹扩展的细观机制,采用颗粒流程序PFC2D模拟了非贯通型节理黄土的单轴压缩试验,数值模拟结果与试验结果吻合较好。基于此,对不同加载阶段下的裂纹扩展演化规律作进一步研究,并从应力场、位移场以及能量角度分析其裂纹扩展机制。研究结果表明:单轴压缩下节理黄土的裂纹扩展过程分为3个阶段,Ⅰ、Ⅱ 阶段裂纹扩展中翼裂纹占主导地位;第 Ⅲ 阶段中翼裂纹停止扩展,次生裂纹迅速扩展贯通;翼裂纹在拉应力作用下沿着竖直加载方向扩展,次生裂纹在拉压应力共同作用下产生;翼裂纹为DF-Ⅱ型位移场驱动下产生的张拉裂纹,次生裂纹由多种类型位移场驱动扩展贯通,形成拉剪破裂带;裂纹快速增长的过程是弹性应变能快速释放以及耗散能指数增长的过程。

    Abstract:

    The meso-mechanism of crack propagation in jointed loess was investigated using the particle flow code PFC2D, which simulated uniaxial compression tests on nonpersistent jointed loess. Numerical results showed good agreement with experimental data. On this basis, further analysis of crack evolution during different loading stages was conducted from the perspectives of stress fields, displacement fields, and energy perspectives. The results demonstrate that crack propagation progress can be divided into three phases: phases I and II dominated by wing cracks, and phase III characterized by halted wing crack growth and rapid secondary crack coalescence. Wing cracks extend vertically under tensile stress, whereas secondary cracks develop under combined tension-compression stress. Wing cracks represent tensile fractures driven by DF-II displacement fields, and secondary cracks form tension-shear fracture zones through multi-type displacement fields. Accelerated crack growth correlates with rapid elastic strain energy release and exponential growth in dissipated energy.

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孙纬宇,贾乐琪,张威,等.非贯通节理黄土单轴压缩裂纹扩展特征颗粒流分析[J].地震工程学报,2025,47(5):1038-1047. DOI:10.20000/j.1000-0844.20240324002

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  • 在线发布日期: 2025-07-29
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