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干湿循环作用下花岗岩动态力学性质研究

陈能远 崔易仑 杨绥院 许江波 费东阳 赖杰

工程地质学报2024,Vol.32Issue(6):2143-2151,9.
工程地质学报2024,Vol.32Issue(6):2143-2151,9.DOI:10.13544/j.cnki.jeg.2022-0393

干湿循环作用下花岗岩动态力学性质研究

STUDY ON DYNAMIC CHARACTERISTICS OF GRANITE UNDER WET-TING-DRYING CYCLES

陈能远 1崔易仑 2杨绥院 3许江波 1费东阳 1赖杰4

作者信息

  • 1. 长安大学公路学院,西安 710064,中国
  • 2. 天水师范学院土木工程学院,天水 741001,中国
  • 3. 长庆工程设计有限公司,西安 710000,中国
  • 4. 火箭军工程大学作战保障学院,西安 710000,中国
  • 折叠

摘要

Abstract

The SHPB test was carried out on the Granite under wetting-drying cycles in Ningshan,Shaanxi Prov-ince,China,to explore the effect of wetting-drying cycles on the dynamic characteristics of Granite.The experimen-tal results show that:(1)The dynamic uniaxial compressive strength,dynamic elastic modulus,and specific energy absorption(SEA)of granite are all related to the number of wetting-drying cycles and change exponentially.(2)During the wetting-drying cycles,the dynamic uniaxial compressive strength of granite decreases by 44%,the dy-namic elastic modulus decreases by 45%,and the specific absorbed energy decreases by 46%.(3)The stress growth rate of granite decreases with the increase of the number of wetting-drying cycles,and the stress growth rate of wetting-drying cycles decreases by 56%compared with the no wetting-drying cycles.(4)The energy consumption ratio decreased gradually with the increase of the number of wetting-drying cycles,and the wetting-drying cycles de-creased by 18.7%compared with the no wetting-drying cycles.(5)With the increase of the number of wetting-dr-ying cycles,the reflected energy remained basically unchanged.(6)The transmitted energy increases slowly with the increase of the number of wetting-drying cycles,and the transmitted energy in wetting-drying cycles increases by 70.1%compared with the no wetting-drying cycles.

关键词

干湿循环/SHPB试验/动态单轴抗压强度/动力弹性模量/比能量吸收值

Key words

Wetting-drying cycles/The SHPB test/Dynamic uniaxial compressive strength/Dynamic elastic modulus/Specific energy absorption value

分类

天文与地球科学

引用本文复制引用

陈能远,崔易仑,杨绥院,许江波,费东阳,赖杰..干湿循环作用下花岗岩动态力学性质研究[J].工程地质学报,2024,32(6):2143-2151,9.

基金项目

中国地震局建筑物破坏机理与防御重点实验室开放基金项目(资助号:FZ201106),国家自然科学基金资助项目(资助号:41790443).This research is supported by the Laboratory Open Fund Project of China Earthquake Administration on Building Damage Mechanism and Defense(Grant No.FZ201106)and National Natural Science Foundation of China(Grant No.41790443). (资助号:FZ201106)

工程地质学报

OA北大核心CSTPCD

1004-9665

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