Research on orthotropic anisotropy characteristics of thick bedded limestone based on in situ deformation tests

The orthotropic anisotropy of sedimentary rocks has a significant impact on the force and deformation behavior of the project. In this paper, radial pressurization tests were carried out in the borehole in a typical northern karst area to obtain the deformation properties and orthotropic anisotropy of the rock masses. The test results showed that the deformation modulus and elastic modulus of the limestone rocks in the dam site area obeyed normal distribution. The deformation modulus was basically larger than the proposed deformation modulus of Class II rocks (10 GPa). The deformation behavior and anisotropy degree of the limestone showed a weak correlation with the elevation, but a strong correlation with the development density of the rock joints. The larger development density of the rock in the right bank test section leads to a larger degree of orthotropic anisotropy and frequency of occurrence.

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Publication Details

Journal
Discover Applied Sciences
Published
2024-10-26
DOI
https://doi.org/10.1007/s42452-024-06150-3
Citations
1
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
0.27

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article

Research on orthotropic anisotropy characteristics of thick bedded limestone based on in situ deformation tests

Qingbo Li, Jianlei Liu, Tao Zhang, Hongfei Wang et al.
1 citations
Discover Applied Sciences
Rock Mechanics and Modeling
0.27
article

Research on orthotropic anisotropy characteristics of thick bedded limestone based on in situ deformation tests

Qingbo Li, Jianlei Liu, Tao Zhang, Hongfei Wang, Yongchao Li, Fuqiang Wang
article en
1 citations

Abstract

The orthotropic anisotropy of sedimentary rocks has a significant impact on the force and deformation behavior of the project. In this paper, radial pressurization tests were carried out in the borehole in a typical northern karst area to obtain the deformation properties and orthotropic anisotropy of the rock masses. The test results showed that the deformation modulus and elastic modulus of the limestone rocks in the dam site area obeyed normal distribution. The deformation modulus was basically larger than the proposed deformation modulus of Class II rocks (10 GPa). The deformation behavior and anisotropy degree of the limestone showed a weak correlation with the elevation, but a strong correlation with the development density of the rock joints. The larger development density of the rock in the right bank test section leads to a larger degree of orthotropic anisotropy and frequency of occurrence.

Discover Applied SciencesVol. 6(11)
Chinese Academy of Sciences (CN), Institute of Geology and Geophysics (CN), Ministry of Water Resources of the People's Republic of China (CN), Yellow River Institute of Hydraulic Research (CN)
National Outstanding Youth Science Fund Project of National Natural Science Foundation of China
Openalex Percentile: Top 49%
Rock Mechanics and Modeling
0.27
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