Issue |
E3S Web Conf.
Volume 143, 2020
2nd International Symposium on Architecture Research Frontiers and Ecological Environment (ARFEE 2019)
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|
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Article Number | 01030 | |
Number of page(s) | 4 | |
Section | Architectural Engineering and Urban Construction | |
DOI | https://doi.org/10.1051/e3sconf/202014301030 | |
Published online | 24 January 2020 |
Experimental study on mechanical properties of steel - sand interface
1 Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao 266590, China ;
2 College of electronic and information engineering, Shandong University of Science and Technology, Qingdao 266590, China ;
3 College of chemistry and chemical engineering, Jangxi Science and Technology Normal University, Nanchang 330013, China
* Corresponding author: 1964288403@qq.com
The interface between steel and sand can be regard as a steel-sand system, and its mechanical properties have an important role in many geotechnical applications. The mechanical properties of various steel-sand interfaces classified by sand mean particle size D50 were investigated through interface shear tests. The results show that for a given steel-sand interface, the peak strength of the interface increase with increasing axial pressure. As the D50 value increases, the cohesions for steel-sand interfaces decrease, while the friction angles of the interfaces first increase and then decrease. In the process of shearing, the shrinkage of steel-sand interface occurs, mainly due to the broken of sand particles. The decrease in interface friction coefficients due to an increase in axial pressure was observed. Particle size distribution has a significant effect on the interface friction coefficient of steel-sand interface. When the average particle size D50 changes from 0.1 mm to 0.47 mm, the friction coefficient of steel-sand interface increases by 134%-161%.
© The Authors, published by EDP Sciences, 2020
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