Stress-strain behavior of soil-rock mixture at medium strain rates - Response to seismic dynamic loading
文献类型：期刊论文
| 作者 | Wang, Y.; Li, X.; Zheng, B. |
| 刊名 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
 |
| 出版日期 | 2017-02-01 |
| 卷号 | 93页码:7-17 |
| 关键词 | Soil And Rock Mixture (Srm) Strain Rate Rate Dependence Failure Pattern Uniaxial Compression Strength Test |
| ISSN号 | 0267-7261 |
| DOI | 10.1016/j.soildyn.2016.10.020 |
| 文献子类 | Article |
| 英文摘要 | This paper aims to investigate the seismic dynamic responses of soil-rock mixtures (SRM) at medium loading strain rates. A total of 130 SRM specimens with four rock block percentage (RBP) of 20%, 30%, 40% and 50% were produced to conduct the uniaxial compressive strength test, at strain rates of 1x10(-5) s(-1), 5x10(-4) s(-1), 1x10(-3) s(-1), 5x10(-3) s(-1), and 1x10(-2) s(-1). From the experimental results, SRM presents particular rate dependence characteristics that are different from each soil and rock material, the peak stress and peak strain first increase and then decrease with the increase of strain rate. The inflection points of rate-dependence are different for specimens with different RBP. The rate-dependence characteristic of SRM is strongly influenced by the rock blocks in the SRM specimen. In addition, crack initiation stress level crci/af and crack damage stress level sigma(cd)/sigma(f) do not change with the increases of strain rate. What is more, the experimental results also show that the failure pattern of SRM performs as a spitting failure, shear failure, and conical failure at various strain rates. All the test results proved the particular seismic dynamic responses of SRM, and the interactions between the rock blocks and the soil matrix are the primary factor determining the dynamic response. |
| WOS关键词 | FRACTURE ; GRANITE ; COMPRESSION ; PENETRATION ; PRESSURE ; STRENGTH ; SAND |
| WOS研究方向 | Engineering ; Geology |
| 语种 | 英语 |
| WOS记录号 | WOS:000392790700002 |
| 出版者 | ELSEVIER SCI LTD |
| 资助机构 | National Natural Science Foundation of China(41502294 ; Beijing Natural Science Foundation of China(8164070) ; China Postdoctoral Science Foundation Funded Project(2015M571118 ; 41330643) ; 2016T90134) ; National Natural Science Foundation of China(41502294 ; Beijing Natural Science Foundation of China(8164070) ; China Postdoctoral Science Foundation Funded Project(2015M571118 ; 41330643) ; 2016T90134) ; National Natural Science Foundation of China(41502294 ; Beijing Natural Science Foundation of China(8164070) ; China Postdoctoral Science Foundation Funded Project(2015M571118 ; 41330643) ; 2016T90134) ; National Natural Science Foundation of China(41502294 ; Beijing Natural Science Foundation of China(8164070) ; China Postdoctoral Science Foundation Funded Project(2015M571118 ; 41330643) ; 2016T90134) |
| 源URL | [http://ir.iggcas.ac.cn/handle/132A11/53128]  |
| 专题 | 地质与地球物理研究所_中国科学院页岩气与地质工程重点实验室 |
| 通讯作者 | Li, X. |
| 作者单位 | Chinese Acad Sci, Inst Geol & Geophys, Key Lab Shale Gas & Geoengn, Beijing 100029, Peoples R China |
| 推荐引用方式 GB/T 7714 | Wang, Y.,Li, X.,Zheng, B.. Stress-strain behavior of soil-rock mixture at medium strain rates - Response to seismic dynamic loading[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2017,93:7-17. |
| APA | Wang, Y.,Li, X.,&Zheng, B..(2017).Stress-strain behavior of soil-rock mixture at medium strain rates - Response to seismic dynamic loading.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,93,7-17. |
| MLA | Wang, Y.,et al."Stress-strain behavior of soil-rock mixture at medium strain rates - Response to seismic dynamic loading".SOIL DYNAMICS AND EARTHQUAKE ENGINEERING 93(2017):7-17. |
入库方式： OAI收割
来源：地质与地球物理研究所
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