首页 | 本学科首页   官方微博 | 高级检索  
     检索      

在三轴压缩下大理岩循环加载实验的初步研究
引用本文:金济山,石泽全.在三轴压缩下大理岩循环加载实验的初步研究[J].地球物理学报,1991,34(4):488-494.
作者姓名:金济山  石泽全
作者单位:中国科学院地球物理研究所, 北京 100101
摘    要:在围压10、50、100和200MPa,应变率5×10-5/s和室温条件下,采用山东掖县大理岩岩样,在800t高温高压伺服三轴流变仪上进行了连续加载和循环加载实验.对岩样的残余强度和弹性模量的变化等问题进行了初步研究.得出:在低围压下(<100MPa),残余强度与超过极限强度后的循环加载次数有关;超过极限强度后加载弹性模量随着非弹性应变的增加而减小,并趋于一个极限值.在高围压下(≥100MPa),残余强度几乎与超过极限强度后的循环加载次数无关;超过极限强度或者产生应变强化后加载弹性模量几乎不随非弹性应变的增加而减小.

关 键 词:循环加载  弹性模量  残余强度  
收稿时间:1990-07-27

A PRELIMINARY STUDY ON CYCLIC LOADING EXPERIMENTS OF MARBLE UNDER TRIAXIAL COMPRESSION
JIN JI-SHAN SHI ZE-QUAN FANG HUA YU ZHI-HAI REN AI-HUA Zou YING.A PRELIMINARY STUDY ON CYCLIC LOADING EXPERIMENTS OF MARBLE UNDER TRIAXIAL COMPRESSION[J].Chinese Journal of Geophysics,1991,34(4):488-494.
Authors:JIN JI-SHAN SHI ZE-QUAN FANG HUA YU ZHI-HAI REN AI-HUA Zou YING
Institution:Institute of Geophysics, Academia Sinica, Beijing 100101
Abstract:Continuing loading and cyclic loading experiments of Shandong Yexian Marble samples are conducted with 800 t high temperature and high pressure servocontrolled triaxial rheology testing system in the different confining pressure 10, 50, 100, and 200 MPa, a strain rate of 5×10-5/s and room temperature. Through the preliminary study on residual strength and the change of elastic modulus of the samples, we find that the residual strength of the samples is related with the number of cyclic loading and loading elastic modulus reduces with non-elastic strain under lower confining pressure (<100 MPa), which aproaches a limit value, however, we also find that the residual strength of the samples is not related with the number of cyclic loading and loading elastic modulus does not reluce with non-elastic strain under higher confining pressure (>100 MPa) or after strain hardening.
Keywords:Cyclic loading  Elastic modulus  Residual strength  
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《地球物理学报》浏览原始摘要信息
点击此处可从《地球物理学报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号