Experimental application and accuracy assessment of 2D-DIC in meso-direct-shear test of sandy soil

被引:10
作者
Alhakim, G. [1 ,2 ]
Nunez-Temes, C. [1 ]
Ortiz-Sanz, J. [1 ]
Arza-Garcia, M. [1 ]
Jaber, Lina [2 ]
Gil-Docampo, M. L. [1 ]
机构
[1] Univ Santiago Compostela, Dept Agroforestry Engn, Civil & Geomat Res Grp, Santiago, Spain
[2] Beirut Arab Univ, Fac Engn, Civil & Environm Engn Dept, Beirut, Lebanon
关键词
Direct shear test; Digital Image Correlation; Strain localization; Shear band; New shear box; Noise-floor; DIGITAL-IMAGE-CORRELATION; X-RAY TOMOGRAPHY; LOCALIZED DEFORMATION; CONCRETE; STRENGTH; SIMULATIONS;
D O I
10.1016/j.measurement.2023.112645
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The examination of the meso-mechanical properties of soils is fundamental to understand its macro-behaviour. This paper aims to evaluate the potential application of Digital Image Correlation (DIC), an optical image pro-cessing approach, in direct shear test (DST) for soils. Hence, a new shear box was designed to investigate the close behaviour of granular materials. The noise-floor and shear displacement accuracy were discussed to assess the reliability of DIC, besides the effectiveness of the new box was also examined. The distribution of the dis-placements, strains, and shear angle were measured under four different normal stresses. From the results, the immediate settlement, and the dilative behaviour of the sand during shearing were observed. Furthermore, the investigation revealed a strain concentration at the interface between the boxes, where a shear band was formed. The use of DIC opens up new ways in soil mechanics, overcoming some limitations of the conventional DST.
引用
收藏
页数:13
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