The Scale Effect of Coarse-Grained Materials by Triaxial Test Simulation
文献类型：期刊论文
| 作者 | Ai, Xiaotao4; Wang, Guangjin1,2,3,4; Kong, Xiangyun1,3,4; Cui, Bo4; Hu, Bin5; Ma, Hongling2 |
| 刊名 | ADVANCES IN CIVIL ENGINEERING
 |
| 出版日期 | 2021-01-18 |
| 卷号 | 2021页码:13 |
| ISSN号 | 1687-8086 |
| DOI | 10.1155/2021/6665531 |
| 英文摘要 | The scale effect is an unavoidable problem in the laboratory test of coarse-grained materials. By combining the self-developed cellular automaton program with laboratory experiments, a method of simulating the triaxial test of coarse-grained materials was proposed in this paper, and a triaxial test numerical specimen that can characterize the discontinuous, nonuniform, and heterogeneous characteristics of bulk geotechnical materials was established. The parallel grading method was adopted to create six grading curves for numerical simulation based on one in situ grading curve. The failure process and the scale effect on the strength and deformation of coarse-grained materials were analyzed and discussed. The results showed that under the same confining pressure, the peak stress and initial deformation modulus Ei increased with the increase of the maximum particle size dmax, while the degree of shear shrinkage and Poisson's ration upsilon decreased. As the confining pressure increased, the scale effect of coarse-grained materials would be magnified. If particle breakage and migration were assumed to be neglected, the internal friction angle phi and dmax would be roughly proportional, the cohesive force c fluctuated with the increase of dmax, and the empirical relations between dmax and c and phi were established, respectively, which provides a reference for estimating the actual shear strength parameters of coarse-grained materials on-site. The research results can provide a way of thinking for the study of the scale effect of coarse-grained materials and also have certain reference significance for inferring the strength parameters of the original-graded coarse-grained materials. |
| 资助项目 | National Key Research and Development Plan[2017YFC0804600] ; Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences[Z018017] ; National Natural Science Foundation of China[U1802243] ; National Natural Science Foundation of China[51904040] ; National Natural Science Foundation of China[41672317] |
| WOS研究方向 | Construction & Building Technology ; Engineering |
| 语种 | 英语 |
| 出版者 | HINDAWI LTD |
| WOS记录号 | WOS:000616121400002 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/25820]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Wang, Guangjin; Kong, Xiangyun |
| 作者单位 | 1.Yunnan Key Lab Sino German Blue Min & Utilizat Sp, Kunming 650093, Yunnan, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China 3.Natl & Local Joint Engn Res Ctr Green Comprehens, Kunming 650093, Yunnan, Peoples R China 4.Kunming Univ Sci & Technol, Fac Land Resources Engn, Kunming 650093, Yunnan, Peoples R China 5.Wuhan Univ Sci & Technol, Sch Resources & Environm Engn, Wuhan 430081, Peoples R China |
| 推荐引用方式 GB/T 7714 | Ai, Xiaotao,Wang, Guangjin,Kong, Xiangyun,et al. The Scale Effect of Coarse-Grained Materials by Triaxial Test Simulation[J]. ADVANCES IN CIVIL ENGINEERING,2021,2021:13. |
| APA | Ai, Xiaotao,Wang, Guangjin,Kong, Xiangyun,Cui, Bo,Hu, Bin,&Ma, Hongling.(2021).The Scale Effect of Coarse-Grained Materials by Triaxial Test Simulation.ADVANCES IN CIVIL ENGINEERING,2021,13. |
| MLA | Ai, Xiaotao,et al."The Scale Effect of Coarse-Grained Materials by Triaxial Test Simulation".ADVANCES IN CIVIL ENGINEERING 2021(2021):13. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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