Experimental study and failure criterion analysis of dynamic mechanical performance of hydraulic asphalt concrete under combined compression-shear stresses
Hydraulic asphalt concrete (HAC), extensively employed in impervious structures of embankment dams, typically experiences dynamic compression-shear loads during service with limited studies. By utilizing a servo-hydraulic test device, this study investigated the dynamic compression-shear behaviors o...
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Published in | Materials and structures Vol. 57; no. 1 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
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01.02.2024
Springer Nature B.V |
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Abstract | Hydraulic asphalt concrete (HAC), extensively employed in impervious structures of embankment dams, typically experiences dynamic compression-shear loads during service with limited studies. By utilizing a servo-hydraulic test device, this study investigated the dynamic compression-shear behaviors of HAC under four strain rates (10
–5
/s, 10
–4
/s, 10
–3
/s and 10
–2
/s) and five axial compressive stresses (0 MPa, 0.25 MPa, 0.5 MPa, 0.75 MPa and 1 MPa) and explored the associated failure modes and stress–strain curves. Corresponding to axial stresses of 0 MPa and 1 MPa, peak shear stresses were determined to be 0.41 MPa and 1.25 MPa at 10
–5
/s, and 0.74 MPa and 1.98 MPa at 10
–2
/s. Peak shear stresses were found to be increased by factors of 3.05 and 2.67 influenced by axial compressive stress. Enhancements of 180% and 158% were observed in peak shear stresses, attributed to the strain rate effect. Based on the Mohr–Coulomb criterion, the compressive-shear strength of HAC comprises the cohesion strength of asphalt matrix and the interfacial adhesion strength between aggregates and asphalt. Moreover, effects of axial stress and strain rate on failure mechanism were illustrated. The failure criteria of HAC under compression-shear stresses were introduced based on the principal stress, octahedral stress and stress invariant. The investigation provides both theoretical and experimental insights for the applications of HAC in hydraulic structures. |
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AbstractList | Hydraulic asphalt concrete (HAC), extensively employed in impervious structures of embankment dams, typically experiences dynamic compression-shear loads during service with limited studies. By utilizing a servo-hydraulic test device, this study investigated the dynamic compression-shear behaviors of HAC under four strain rates (10
–5
/s, 10
–4
/s, 10
–3
/s and 10
–2
/s) and five axial compressive stresses (0 MPa, 0.25 MPa, 0.5 MPa, 0.75 MPa and 1 MPa) and explored the associated failure modes and stress–strain curves. Corresponding to axial stresses of 0 MPa and 1 MPa, peak shear stresses were determined to be 0.41 MPa and 1.25 MPa at 10
–5
/s, and 0.74 MPa and 1.98 MPa at 10
–2
/s. Peak shear stresses were found to be increased by factors of 3.05 and 2.67 influenced by axial compressive stress. Enhancements of 180% and 158% were observed in peak shear stresses, attributed to the strain rate effect. Based on the Mohr–Coulomb criterion, the compressive-shear strength of HAC comprises the cohesion strength of asphalt matrix and the interfacial adhesion strength between aggregates and asphalt. Moreover, effects of axial stress and strain rate on failure mechanism were illustrated. The failure criteria of HAC under compression-shear stresses were introduced based on the principal stress, octahedral stress and stress invariant. The investigation provides both theoretical and experimental insights for the applications of HAC in hydraulic structures. Hydraulic asphalt concrete (HAC), extensively employed in impervious structures of embankment dams, typically experiences dynamic compression-shear loads during service with limited studies. By utilizing a servo-hydraulic test device, this study investigated the dynamic compression-shear behaviors of HAC under four strain rates (10–5/s, 10–4/s, 10–3/s and 10–2/s) and five axial compressive stresses (0 MPa, 0.25 MPa, 0.5 MPa, 0.75 MPa and 1 MPa) and explored the associated failure modes and stress–strain curves. Corresponding to axial stresses of 0 MPa and 1 MPa, peak shear stresses were determined to be 0.41 MPa and 1.25 MPa at 10–5/s, and 0.74 MPa and 1.98 MPa at 10–2/s. Peak shear stresses were found to be increased by factors of 3.05 and 2.67 influenced by axial compressive stress. Enhancements of 180% and 158% were observed in peak shear stresses, attributed to the strain rate effect. Based on the Mohr–Coulomb criterion, the compressive-shear strength of HAC comprises the cohesion strength of asphalt matrix and the interfacial adhesion strength between aggregates and asphalt. Moreover, effects of axial stress and strain rate on failure mechanism were illustrated. The failure criteria of HAC under compression-shear stresses were introduced based on the principal stress, octahedral stress and stress invariant. The investigation provides both theoretical and experimental insights for the applications of HAC in hydraulic structures. |
ArticleNumber | 21 |
Author | Sun, Yanxiao Du, Yubing Hu, Yanli Tang, Wenbin Yu, Zhenpeng Tang, Rui |
Author_xml | – sequence: 1 givenname: Rui surname: Tang fullname: Tang, Rui organization: Department of Architecture and Civil Engineering, City University of Hong Kong – sequence: 2 givenname: Yubing surname: Du fullname: Du, Yubing organization: College of Civil Engineering, Yancheng Institute of Technology – sequence: 3 givenname: Yanxiao orcidid: 0000-0001-9638-6523 surname: Sun fullname: Sun, Yanxiao email: 230198670@seu.edu.cn organization: Institute of Geotechnical Engineering, Southeast University – sequence: 4 givenname: Yanli surname: Hu fullname: Hu, Yanli organization: College of Civil Engineering, Yancheng Institute of Technology – sequence: 5 givenname: Wenbin surname: Tang fullname: Tang, Wenbin organization: College of Civil Engineering, Yancheng Institute of Technology – sequence: 6 givenname: Zhenpeng surname: Yu fullname: Yu, Zhenpeng organization: Department of Civil Engineering, School of Mechanics and Engineering Science, Shanghai University |
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Keywords | Combined compression-shear stress Failure criterion Hydraulic asphalt concrete Dynamic mechanical performance Axial compressive stress |
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Snippet | Hydraulic asphalt concrete (HAC), extensively employed in impervious structures of embankment dams, typically experiences dynamic compression-shear loads... |
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SubjectTerms | Adhesive strength Asphalt Axial stress Building Materials Civil Engineering Compressive properties Compressive strength Criteria Embankment dams Engineering Failure mechanisms Failure modes Hydraulic structures Hydraulic tests Hydraulics Machines Manufacturing Materials Science Mechanical properties Mohr-Coulomb theory Original Article Processes Shear strength Shear stress Solid Mechanics Strain rate Stress-strain curves Theoretical and Applied Mechanics |
Title | Experimental study and failure criterion analysis of dynamic mechanical performance of hydraulic asphalt concrete under combined compression-shear stresses |
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