首页|干湿循环作用下花岗岩动态力学性质研究

干湿循环作用下花岗岩动态力学性质研究

扫码查看
为研究干湿循环对花岗岩动力特性的影响,对经历不同干湿循环次数的花岗岩进行SHPB试验.比较了不同干湿循环次数下花岗岩的应力-应变曲线、应力时程曲线形态,分析了不同干湿循环次数条件下弹性模量、峰值强度、应力增长速度的变化规律.结果表明:(1)花岗岩的动态单轴抗压强度、动态弹性模量和比能量吸收(SEA)均与干湿循环次数有关,且呈指数变化.(2)在干湿循环过程中,花岗岩的动态单轴抗压强度最大幅度降低了 44%,动态弹性模量最高降低45%,比吸收能量最高降低46%.(3)花岗岩的应力增长率随干湿循环次数的增加而降低,与未干湿循环相比,干湿循环的应力增长率最高降低了 56%.(4)随着干湿循环次数的增加,能耗比逐渐降低,干湿循环较未进行干湿循环耗能比下降18.7%.(5)随着干湿循环次数的增加,反射能量基本保持不变.(6)透射能量随干湿循环次数的增加而缓慢增加,与未干湿循环相比,干湿循环中的透射能量增加幅度最大达70.1%.
STUDY ON DYNAMIC CHARACTERISTICS OF GRANITE UNDER WET-TING-DRYING CYCLES
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.

Wetting-drying cyclesThe SHPB testDynamic uniaxial compressive strengthDynamic elastic modulusSpecific energy absorption value

陈能远、崔易仑、杨绥院、许江波、费东阳、赖杰

展开 >

长安大学公路学院,西安 710064,中国

天水师范学院土木工程学院,天水 741001,中国

长庆工程设计有限公司,西安 710000,中国

火箭军工程大学作战保障学院,西安 710000,中国

展开 >

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

2024

工程地质学报
中国科学院地质与地球物理研究所

工程地质学报

CSTPCD北大核心
影响因子:1.215
ISSN:1004-9665
年,卷(期):2024.32(6)