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Study on uniaxial compression mechanical properties of 3D printed columnar joint test blocks
Zhenbo Xu1, Zhende Zhu2,3, Chao Jiang2
1College of Civil Engineering and Transportation, Hohai University, Nanjing, 210098, China. 200204040003@hhu.edu.cn.
This study investigated columnar joint rock mass (CJRM) using 3D printed Acrylonitrile Butadiene Styrene (ABS) skeletons. Results show high anisotropy and reduced strength due to the skeleton, with ABS degradation affecting mechanical properties.
Area of Science:
- Materials Science
- Geomechanics
- Civil Engineering
Background:
- Columnar joint rock masses (CJRM) are common geological formations.
- Understanding their mechanical behavior is crucial for engineering applications.
- 3D printing offers novel ways to create controlled experimental models.
Purpose of the Study:
- To investigate the mechanical properties and failure modes of CJRM test blocks incorporating 3D printed Acrylonitrile Butadiene Styrene (ABS) skeletons.
- To analyze the influence of joint skeleton dip angle and ultraviolet (UV) aging on CJRM behavior.
- To evaluate the effect of ABS material degradation on the overall performance of the test blocks.
Main Methods:
- Columnar joint rock mass (CJRM) test blocks were fabricated using 3D printed ABS skeletons, cement mortar, and subjected to UV aging.
- Uniaxial compression tests were performed on specimens with varying dip angles.
- Analysis included strength, deformation, energy absorption, and failure modes.
- The impact of UV aging on ABS properties was assessed through yellowness index and infrared spectroscopy.
Main Results:
- CJRM exhibited high anisotropy; uniaxial compressive strength and elastic modulus showed a 'U'-shaped trend with dip angle, while elastic strain energy showed a 'V'-shaped trend, with minimums at 45°.
- Observed failure modes included shear, splitting, and mixed types.
- The ABS skeleton reduced the strength and elastic modulus of the solid test block, with the most significant reduction at a 75° dip angle.
- Increased UV aging time led to decreased ABS strength and deformation parameters, alongside increased yellowness and infrared spectral peak area, indicating material degradation.
Conclusions:
- The presence of an Acrylonitrile Butadiene Styrene (ABS) skeleton significantly influences the mechanical properties and failure mechanisms of columnar joint rock mass (CJRM) models.
- The dip angle of the joint skeleton is a critical factor determining CJRM strength and deformation characteristics.
- Ultraviolet aging degrades ABS material, negatively impacting the mechanical performance of CJRM test blocks, highlighting the need to consider material durability in design.
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