Investigation of arch structure of granular assembly in the trapdoor test using digital RGB photoelastic analysis

被引:17
|
作者
Park, Ka-Hyun [1 ]
Baek, Sung-Ha [2 ]
Jung, Young-Hoon [3 ]
机构
[1] Korea Inst Civil Engn & Bldg Technol, Underground Space Safety Res Ctr, Goyang, South Korea
[2] Korea Inst Civil Engn & Bldg Technol, Dept Future Technol & Convergence Res, Goyang 82319100096, South Korea
[3] Kyung Hee Univ, Dept Civil & Environm Engn, Yongin, South Korea
基金
新加坡国家研究基金会;
关键词
Arching; Granular assembly; Particle; Photoelasticity; RGB photoealsticity; Trapdoor; MODEL EXPERIMENTS; SOIL; STABILITY;
D O I
10.1016/j.powtec.2020.03.003
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The aim of this study was to investigate the arching phenomenon in granular assembly. A series of two-dimensional trapdoor tests were conducted using model particles coated with a thin photoelastic sheet. Digital photo images of the model particle assembly were continuously taken during the tests, and the force of each model particle was quantitatively evaluated using a digital RGB photoelastic analysis. The test results showed that two arch structures were initially generated with trapdoor yielding, and the inner arch gradually expanded to the outer arch, while the outer arch became more solid. Given that the force per particle in the arch structure did not change significantly during the arch formation process, we concluded that the arch formation process progressed through the transmission of the force chains rather than by a change in the magnitude of the particle force. (C) 2020 Elsevier B.V. All rights reserved.
引用
收藏
页码:560 / 570
页数:11
相关论文
共 50 条
  • [1] An experimental investigation on stable arch formation in cohesionless granular materials using developed trapdoor test
    Ahmadi, Ali
    Hosseininia, Ehsan Seyedi
    POWDER TECHNOLOGY, 2018, 330 : 137 - 146
  • [2] Quantitative Detection of Contact Force Chains in a Model Particle Assembly Using Digital RGB Photoelastic Measurements
    Park, Ka-Hyun
    Jung, Young-Hoon
    KSCE JOURNAL OF CIVIL ENGINEERING, 2020, 24 (01) : 63 - 72
  • [3] Quantitative Detection of Contact Force Chains in a Model Particle Assembly Using Digital RGB Photoelastic Measurements
    Ka-Hyun Park
    Young-Hoon Jung
    KSCE Journal of Civil Engineering, 2020, 24 : 63 - 72
  • [4] Digital Photoelastic Analysis of TAD-Supported Maxillary Arch Distalization
    Nishii, Yasushi
    Sameshima, Glenn T.
    Tachiki, Chie
    APPLIED SCIENCES-BASEL, 2022, 12 (04):
  • [5] Dynamic modeling and analysis of arch bridges using beam-arch segment assembly
    Ren, Wei-Xin
    Su, Cong-Cong
    Yan, Wang-Ji
    CMES - Computer Modeling in Engineering and Sciences, 2010, 70 (01): : 67 - 92
  • [6] Dynamic Modeling and Analysis of Arch Bridges Using Beam-Arch Segment Assembly
    Ren, Wei-Xin
    Su, Cong-Cong
    Yan, Wang-Ji
    CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2010, 70 (01): : 67 - 92
  • [7] Analysis of granular assembly deformation using discrete element method
    Zhao, Xueliang
    Journal of Southeast University (English Edition), 2010, 26 (04) : 608 - 613
  • [8] Statistical analysis of particle graph of a granular assembly using the loop tensor
    Tsuchikura, Toru
    Satake, Masao
    Theoretical and Applied Mechanics Japan, 2009, 57 : 113 - 118
  • [9] Analysis of stress mechanism of pile composite structure based on soil arch test
    Liang, Yao
    Jiang, Chusheng
    Li, Qinghai
    Li, Fei
    Zhao, Xiaoyan
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2014, 33 : 3825 - 3828
  • [10] Characteristics analysis of granular landslide using shaking table model test
    Chen, Zhixiong
    Yang, Peng
    Liu, Hanlong
    Zhang, Wengang
    Wu, Chongzhi
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 126