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Study on response characteristics and safety evaluation of asphalt concrete core embankment dam under different incident azimuths of SH waves
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Fei WANG1, 2, Zhi-qiang SONG2, Yun-he LIU2, Chuang LI2, An-kui Hu1
Journal of Vibration Engineering | 2024, 37(6) : 1043 - 1054
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Journal of Vibration Engineering | 2024, 37(6): 1043-1054
Study on response characteristics and safety evaluation of asphalt concrete core embankment dam under different incident azimuths of SH waves
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Fei WANG1, 2, Zhi-qiang SONG2, Yun-he LIU2, Chuang LI2, An-kui Hu1
Affiliations
  • 1School of Energy and Power Engineering, Xihua University, Chengdu 610039, China
  • 2State Key Laboratory of Eco-hydraulics in Northwest Arid Region, Xi’an University of Technology, Xi’an 710048, China
Published: 2024-06-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.06.015
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Current studies on the failure modes and safety evaluation of asphalt concrete core walls and dam bodies under the spatial oblique incidence of seismic waves are significantly lacking. This paper considers the spatial variability of the SH wave incident azimuth,and constructs the non-uniform free field on the foundation boundary based on the wave field superposition principle. It establishes a wave input method for SH waves with three-dimensional space oblique incidence. An empirical formula is then established for the change in the instantaneous tensile strength of asphalt concrete with the strain rate,based on the test results. A new method for core wall safety evaluation,based on instantaneous tensile stress and instantaneous tensile strength,is proposed to judge the tensile failure of elements. The influence of the incident azimuth on the dislocation between the transition material and the core wall,and the stress of the core wall,are analyzed. A shear failure evaluation of the dam body is carried out,and the seismic weak parts of the core wall and the dam body under different incident orientations are clarified. The results show that the seismic wave vibration direction parallel to the water flow direction is the most unfavorable excitation direction for transition material dislocation,core wall tensile stress,and local dynamic shear failure of the dam body. Compared with the vibration direction parallel to the dam axis direction,the horizontal detachment and vertical dislocation of the transition material increased by 19.25 times and 2.19 times respectively when the vibration direction was parallel to the water flow direction. The maximum tensile stress of the core wall increased by 1.8 times,and the dynamic shear failure depth of the upstream dam slope element deepened. Moreover,compared with the core tensile failure judgment method proposed in this paper,the traditional judgment method will lead to an overestimation of the damage degree of the core wall.

asphalt concrete core embankment dam  /  incidence azimuth  /  dislocation  /  core wall tensile failure  /  dam body shear failure
Fei WANG, Zhi-qiang SONG, Yun-he LIU, Chuang LI, An-kui Hu. Study on response characteristics and safety evaluation of asphalt concrete core embankment dam under different incident azimuths of SH waves[J]. Journal of Vibration Engineering, 2024 , 37 (6) : 1043 -1054 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.06.015
Year 2024 volume 37 Issue 6
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.06.015
  • Receive Date:2022-08-09
  • Online Date:2026-02-09
  • Published:2024-06-28
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  • Received:2022-08-09
  • Revised:2022-11-15
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Affiliations
    1School of Energy and Power Engineering, Xihua University, Chengdu 610039, China
    2State Key Laboratory of Eco-hydraulics in Northwest Arid Region, Xi’an University of Technology, Xi’an 710048, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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