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高温后花岗岩巴西劈裂抗拉实验及超声特性研究
引用本文:支乐鹏,许金余,刘志群,刘石,陈腾飞.高温后花岗岩巴西劈裂抗拉实验及超声特性研究[J].岩土力学,2012,33(Z1):61-66.
作者姓名:支乐鹏  许金余  刘志群  刘石  陈腾飞
作者单位:1. 空军工程大学 工程学院,西安710038;2. 西北工业大学 力学与土木建筑学院,西安710072; 3. 空军工程大学 校务部,西安 710051
基金项目:国家自然科学基金资助项目(No.51078350)
摘    要:采用非金属超声检测分析仪和液压伺服试验系统装置,研究不同温度(25 ℃~1 000 ℃)作用后花岗岩的超声特性,分析不同温度条件下花岗岩的劈裂抗拉强度。结果表明,(1)高温后花岗岩的纵波波速、超声波形以及劈裂抗拉强度都与温度的变化密切相关;(2)随着温度的增高,花岗岩试样的纵波波速和劈裂抗拉强度逐渐减小,经历1 000 ℃高温后,纵波波速下降90%,劈裂抗拉强度下降65%,并且,纵波波速和抗拉强度间存在一定的相关性;(3)超声波波形随温度升高由整齐变混乱,由密集变稀疏,尤其在800 ℃波形变化最明显;(4)花岗岩试样的热损伤不断增加,经历1 000 ℃热损伤后,试样的脆性增加,变得轻脆易碎。

关 键 词:花岗岩  高温后  超声特性  纵波波速  劈裂抗拉强度
收稿时间:2012-03-22

Research on ultrasonic characteristics and Brazilian splitting-tensile test of granite under post-high temperature
ZHI Le-peng,XU Jin-yu,LIU Zhi-qun,LIU Shi,CHEN Teng-fei.Research on ultrasonic characteristics and Brazilian splitting-tensile test of granite under post-high temperature[J].Rock and Soil Mechanics,2012,33(Z1):61-66.
Authors:ZHI Le-peng  XU Jin-yu  LIU Zhi-qun  LIU Shi  CHEN Teng-fei
Institution:1. The Engineering Institute, Air Force Engineering University, Xi’an 710038, China; 2. School of Mechanics and Civil Engineering, Northwestern Polytechnical University, Xi’an 710072, China; 3. Department of Barrack, Air Force Engineering University, Xi’an 710051, China
Abstract:Ultrasonic characteristics and splitting-tensile strength of granite after exposure at temperature ranging from 25 ℃ to 1 000 ℃ are studied using hydraulic servo system and ultrasonic detector SRM-5N.The results show that(1) the longitudinal wave velocity,waveform and splitting-tensile strength of the granite are closely related to temperature;(2) the longitudinal wave velocity and splitting-tensile strength of granite gradually decrease with the temperature increasing,when the granite is exposed at 1 000 ℃,the longitudinal wave velocity and splitting-tensile strength decrease by 90% and 65%,and the splitting-tensile strength is bound up with the longitudinal wave velocity;(3) with the temperature increasing,the waveform of granite turns from regular to disordered,from concentrated to scattered,especially at 800 ℃;(4) the thermal damage enlarges and the specimens become fragile after exposure at 1 000 ℃.
Keywords:granite  post-high temperature  ultrasonic properties  longitudinal wave velocity  splitting-tensile strength
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