Discrete element method simulation of dynamic deformation characteristics of lightweight soil with different EPS particle volume ratios
Аннотация
In this study, to explore laws governing the influence of the expanded polystyrene (EPS) particle volume ratio on the dynamic deformation characteristics of lightweight soil, indoor dynamic triaxial tests and a discrete element numerical simulation of lightweight soil with EPS particle volume ratios of 40%, 50%, and 60% were carried out under the condition of a cement mixing ratio of 15%. Consequently, macro hysteresis curves and the distributions of micro contact force, velocity field, and displacement field were obtained. The results revealed that considering the dynamic strength of lightweight soil with a cement content of 15% and an EPS particle volume ratio of 40% as the standard, the dynamic strength of lightweight soil decreased by 22.75%–28.23% and 35.58%–42.02% with an increase in the EPS particle volume ratio to 50% and 60%, respectively. During the loading process, the contact force, velocity, and displacement of particles increased continuously and reached their maximum values at the time corresponding to the vertex of the hysteresis loop. During the unloading process, the contact force between the particles decreased, the velocity direction changed, and the displacement decreased gradually. However, unloading simply reduced the displacement, while the displacement direction of the particles still pointed from the two ends of the sample towards the middle of the sample, which resulted in a macro compressed deformation of the sample. With an increase in the EPS particle volume ratio, the volume of the soil particle skeleton decreased. In addition, a small amount of soil particles surrounding the EPS particles attained extremely high velocities, resulting in a decrease in the bearing capacity of the sample, thereby rendering the sample more prone to damage. This observation is consistent with the law that the dynamic strength of the sample decreases with an increase in the EPS particle volume ratio.
Литература
Alkhaldi, Hashem; Ergenzinger, Christian; Fleissner, Florian; Eberhard, Peter. Comparison between two different mesh descriptions used for simulation of sieving processes[J]. Granular matter, 2008, 10(3): 223-229.
Chenari, Reza Jamshidi; Fatahi, Behzad; Ghorbani, Ali; Alamoti, Mohsen Nasiri. Evaluation of strength properties of cement stabilized sand mixed with EPS beads and fly ash[J]. Geomechanics and Engineering, 2018, 14(6): 533-544.
Ding, Xiu-li; Li, Yao-xu; Wang, Xin. particles flow modeling mechanical properties of soil and rock mixtures based on digital image[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(3): 477-484.
Ergenzinger, Christian; Seifried, Robert; Eberhard, Peter. A discrete element model predicting the strength of ballast stones[J]. Computers and Structures, 2012, 108: 3-13.
Gao, Hong-mei; Bu, Chun-yao; Wang, Zhi-hua; Shen, Yan-qing; Chen, Guo-xing. Dynamic characteristics of expanded polystyrene composite soil under traffic loadings considering initial consolidation state[J]. Soil Dynamics and Earthquake Engineering, 2017a, 10(2): 86-98.
Gao, Hong-mei; Shen, Yan-qing; Wang, Zhi-hua; Chen, Guo-xing. Dynamic modulus and damping ratio of EPS mixed soil[J]. Chinese Journal of Geotechnical Engineering, 2017b, 39(2): 279-286.
Gao, Yu-feng; Tong, Rui-ming; Li, Bing; Wang, Shu-mao; Feng, Tu-gen. Comparative experimental research on dynamic deformation behaviors of light weight sand-EPS beads soil with sands[J]. Rock and Soil Mechanics, 2008, 29(12): 3271-3276.
Gao, Yu-feng; Wang, Shu-mao; Chen, Chang-bin. A united deformation-strength framework for light weight sand-EPS particles soil (LSES) under cyclic loading[J]. Soil Dynamics and Earthquake Engineering, 2011, 31(8): 1144-1153.
Gao, Yu-feng; Wang, Shu-mao; Wang, Wei. Test study on deformation characteristics of light weight sand-EPS particles soil under dynamic load[J]. Rock and Soil Mechanics, 2007, 28(9): 1773-1778.
Hou, Tian-shun. Influence law of characteristic water content on basic properties of light weight soil[J]. Rock and Soil Mechanics, 2012, 33(9): 2581-2587.
Hou, Tian-shun. Prescription formula of foamed particles in light weight soil[J]. Geotechnical and Geological Engineering, 2015, 33(1): 153-160.
Hou, Tian-shun; Pei, Zhen-wei; Luo, Ya-sheng; Cui, Yi-xiang. Study on the dynamic constitutive relationship of EPS particles light weight soil based on Hardin-Drnevich model[J]. Geotechnical and Geological Engineering, 2020, 38(6): 1785-1798.
Hou, Tian-shun; Xu, Guang-li. Experiment on triaxial pore water pressure-stress-strain characteristics of foamed particles light weight soil[J]. China Journal of Highway and Transport, 2009, 22(6): 10-17.
Hou, Tian-shun; Xu, Guang-li. Experimental study on shear strength characteristics of foamed particles mixed light weight soil[J]. Journal of China University of Mining & Technology, 2010, 39(4): 534-540.
Li, Bing; Gao, Yu-feng. Experimental study on dynamic deformation characteristics of light soil mixed with clay and EPS particles[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1042-1047.
Miao, Lin-chang; Wang, Fei; Han, Jie; Lv, Wei-hua. Properties and applications of cement-treated sand-expanded polystyrene bead light weight fill[J]. Journal of Materials in Civil Engineering, 2013, 25(1): 86-93.
Ministry of Water Resources of People’s Republic of China. GB/T50123-2019, Standard for Soil Test Method[S]. Beijing: Chinese Planning Press, 2019.
Wang, Shu-mao; Gao, Yu-feng. Dynamic shear modulus attenuation characteristics of light soil mixed with sand and EPS particles[J]. Rock and Soil Mechanics, 2007, 28(5): 1001-1004.
Wang, Shu-mao; Gao, Yu-feng. Experimental study on dynamic strength properties of light weight clay mixed with EPS particles soil[J]. Rock and Soil Mechanics, 2006, 27(12): 2137-2142.
Wang, Zhi-jie; Yang, Guang-qing; Wang, He; Liu, Wei-chao. Mesoscopic numerical studies on geogrid-soil interface behavior under rigid and flexible top boundary conditions[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 967-973.
Xu, Wen-jie; Hu Rui-lin; Yue, Zhong-qi. Development of random mesostructure generating system of soil-rock mixture and study of its mesostructural mechanics based on numerical test[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(8): 1652-1665.
Xu, Wen-jie; Wang, Shi. Meso-mechanics of soil-rock mixture with real shape of rock blocks based on 3D numerical direct shear test[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(10): 2152-2160.
Xu, Wen-jie; Zhang, Hai-yang; Xu, Qiang; Yu, Yu-zhen. Study on direct shear discrete element numerical test of soil rock mixture[J]. Chinese Journal of Computational Mechanics, 2014, 31(2): 228-234.
Zhang, Qiang; Wang, Xiao-gang; Zhao, Yu-fei; Liu, Li-peng; Lin, Xing-chao. 3D Random reconstruction of meso-structure for soil-rock mixture and numerical simulation of its mechanical characteristics by particles flow code[J]. Chinese Journal of Geotechnical Engineering, 2019a, 41(1): 60-69.
Zhang, Qiang; Wang, Xiao-gang; Zhao, Yu-fei; Zhou, Jia-wen; Meng, Qing-xiang; Zhou, Meng-jia. Discrete element simulation of large-scale triaxial tests on soil-rock mixtures based on flexible loading of confining pressure[J]. Chinese Journal of Geotechnical Engineering, 2019b, 41(8): 1545-1554.
Ссылки
- На текущий момент ссылки отсутствуют.