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Cited by 113 publications
(24 citation statements)
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“…erefore, the one-dimensional entropy of image is introduced to represent the information contained in the Advances in Civil Engineering aggregation feature of gray distribution in the image, and the numerical solution of one-dimensional entropy is as shown in equation (1).…”
Section: Experimental Design Of Image Features Of Sand Core Based On Entropymentioning
confidence: 99%
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“…erefore, the one-dimensional entropy of image is introduced to represent the information contained in the Advances in Civil Engineering aggregation feature of gray distribution in the image, and the numerical solution of one-dimensional entropy is as shown in equation (1).…”
Section: Experimental Design Of Image Features Of Sand Core Based On Entropymentioning
confidence: 99%
“…e accuracy and efficiency of identification directly affect the progress of the project. At present, the core sample identification adopts engineers with rich geological survey experience to conduct artificial discrimination on its surface characteristics, such as low intelligence and strong subjective dependence, and it is not in line with the development requirements of national network power strategy for transformation and upgrading of the survey industry [1][2][3][4][5][6][7][8]. It is urgent to use computer technology to speed up the identification of core samples.…”
Section: Introductionmentioning
confidence: 99%
“…However, the results of triaxial tests on aeolian sand are seriously lacking, which affect the understanding of its engineering characteristics. Especially because the critical state line of sand is not unique, it is mainly affected by the stress path and anisotropy [37,39]. e true triaxial test can be used to study various complex stress paths and the critical state of soil in true 3D space.…”
Section: Introductionmentioning
confidence: 99%
“…The onset of shear band is generally followed by the overall strength reduction of geomaterials. Meanwhile, the existing research has revealed that in some common cases the shear band can occur during the hardening stage of geomaterials, that is, before the peak strength of homogeneous deformation pattern is achieved 2–8 . Therefore, it is of importance in understanding the failure of geomaterials as well as geotechnical applications to accurately predicate the onset of shear band 9 …”
Section: Introductionmentioning
confidence: 99%