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Strength and deformation of tailings with fine-grained interlayers
Abstract Due to the presence of fine-grained interlayer structures (usually called lenticles), the stabilities of tailings dams deteriorate. In this study, the strength and deformation of tailing samples containing fine-grained interlayers were studied by undrained tests. Based on the Coulomb theory, the slip mechanism of tailing samples was investigated. The results indicate that the stress-strain relationship of the samples that contain interlayers of large dip angles (i.e., 45° or 60°) is typical strain softening. The stress-strain relationship of the samples, with the interlayers dipping with small angles (i.e., 0° or 15°), is strain hardening. The mechanical parameters, e.g., shear strength, internal friction angle and cohesion, decrease with the increase in the dip angle of the interlayer. In tests, three different deformation patterns, i.e., bulging, slip and composite deformation, were observed from the samples with interlayers of small, large and medium dip angles, respectively (the medium dip angle is 30°). The slip occurred along the interlayer plane of the samples. When the angle of the interlayer is near 60°, the strength and deformation of the samples are controlled by the fine-grained interlayer. The findings of this study can provide reference for the stability evaluation of anisotropic tailing dams and other similar structures.
Highlights Samples with interlayers in different dip angles were formed by the improved sample preparation method As the dip angle of interlayer increases, the shear strength of the samples with interlayer decreases Three types of deformation pattern are present, included bulging deformation, shear slipping and composite deformation
Strength and deformation of tailings with fine-grained interlayers
Abstract Due to the presence of fine-grained interlayer structures (usually called lenticles), the stabilities of tailings dams deteriorate. In this study, the strength and deformation of tailing samples containing fine-grained interlayers were studied by undrained tests. Based on the Coulomb theory, the slip mechanism of tailing samples was investigated. The results indicate that the stress-strain relationship of the samples that contain interlayers of large dip angles (i.e., 45° or 60°) is typical strain softening. The stress-strain relationship of the samples, with the interlayers dipping with small angles (i.e., 0° or 15°), is strain hardening. The mechanical parameters, e.g., shear strength, internal friction angle and cohesion, decrease with the increase in the dip angle of the interlayer. In tests, three different deformation patterns, i.e., bulging, slip and composite deformation, were observed from the samples with interlayers of small, large and medium dip angles, respectively (the medium dip angle is 30°). The slip occurred along the interlayer plane of the samples. When the angle of the interlayer is near 60°, the strength and deformation of the samples are controlled by the fine-grained interlayer. The findings of this study can provide reference for the stability evaluation of anisotropic tailing dams and other similar structures.
Highlights Samples with interlayers in different dip angles were formed by the improved sample preparation method As the dip angle of interlayer increases, the shear strength of the samples with interlayer decreases Three types of deformation pattern are present, included bulging deformation, shear slipping and composite deformation
Strength and deformation of tailings with fine-grained interlayers
Chen, Qinglin (author) / Zhang, Chao (author) / Yang, Chunhe (author) / Ma, Changkun (author) / Pan, Zhenkai (author) / Daemen, J.J.K. (author)
Engineering Geology ; 256 ; 110-120
2019-04-03
11 pages
Article (Journal)
Electronic Resource
English
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