侧限条件对岩石单轴压缩性能的影响分析  

Impact Analysis of Confining Conditions on the Properties of Rock Uner Uniaxial Compression

作　　者：薛凯喜[1,2] 胡艳香[1,2] 杨泽平[1] 刘帅[1] 魏永起[1] 程丽红[1] 

机构地区：[1]东华理工大学省部共建核资源与环境国家重点实验室培育基地,南昌330013 [2]加州州立大学富尔顿分校,美国富尔顿加利福尼亚州92831

出　　处：《科学技术与工程》2016年第17期251-256,共6页Science Technology and Engineering

基　　金：国家自然科学基金(41462011);江西省科技支撑计划项目(20123BBG70214);国防项目(科工二司[2014]1587号);江西省落地计划项目(KJLD13053)资助

摘　　要：为研究侧限条件对岩石单轴压缩性能的影响规律,借助FLAC3D有限差分软件对位移控制和应力控制两种加载模式下的大理岩试样实施了数值模拟试验。试验实施过程中将侧限条件分为无侧限、单面侧限、邻面侧限、对面侧限、三面侧限和完全(四面)侧限六种工况,试验结果显示:位移控制模式和应力控制模式对岩石单轴压缩性能存在显著区别,两种加载控制模式下岩样的竖向位移均在竖向应力达到相同数值后出现增长速率分离,但前者使试样出现显著的蠕变现象;不同侧限工况下,临空面Y向离面位移的发展可划分为近似线性低速发展和非线性高速发展两个阶段,在位移控制模式下三面侧限条件对应的后期位移发展更为剧烈;最大剪切应变率计算云图显示部分侧限条件下远离侧限面的试样角点优先破坏,但最大剪切应变率数值与侧限数量并非呈线性关系。研究结论对更为精准的确定复杂应力条件下岩土体的强度和形变特征具有一定的参考意义。In order to investigate the effect of confining conditions on the properties of rock under uniaxial compression,FLAC3 D finite difference software was used to control the displacement and stress control marble specimens under two loading modes to numerical simulation test. Test implementation process will be divided into unconfined confining conditions,single side limit,adjacent surface side,opposite side limit,limit on three sides by confining and completely confining condition,test results show that the displacement control mode and stress control mode for rock under uniaxial compression performance,there were significant difference between two kinds of load control mode sample vertical displacement are in vertical stress reaches the same numerical growth rate after separation,but the former made significant sample of creep phenomenon; Different confining conditions,the development of the airport surface Y from the surface displacement can be divided into two approximate linear speed and nonlinear high-speed development stage,in the displacement control mode on three sides by confining conditions corresponding to the displacement of the late development of more severe; maximum shear strain rate calculation chart shows part of the confining conditions from the sample corner priority disruption of confining,but the number of maximum shear strain rate values and confining is not a linear relationship. The research conclusion to a more precise determination of complex stress conditions of rock mass strength and deformation characteristics has certain reference significance.

关 键 词：侧限条件 单轴压缩 FLAC3D 临空面 离面位移 

分 类 号：TU45[建筑科学—岩土工程]