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真三轴软岩非线性力学试验系统研制
引用本文:孙晓明,何满潮,刘成禹,顾金才,王树仁,明治清,景海河.真三轴软岩非线性力学试验系统研制[J].岩石力学与工程学报,2005,24(16):2870-2874.
作者姓名:孙晓明  何满潮  刘成禹  顾金才  王树仁  明治清  景海河
作者单位:1. 中国矿业大学(北京校区)岩土工程研究所,北京,100083
2. 中国人民解放军,总参工程兵科研三所,河南,洛阳,471023
3. 黑龙江科技学院,黑龙江,哈尔滨,150027
基金项目:国家自然科学基金重大项目(50490270),国家基金委创新群体基金资助项目(50221402),教育部科学技术研究重大项目(10405)
摘    要:根据深部软岩非线性力学行为研究的需要,针对目前的试验系统不能进行三向拉压、拉剪复合应力试验及加卸载过程模拟的不足,研制了一套能进行三轴拉压、拉剪等多种组合试验和对不同加卸载过程进行模拟的试验系统。介绍这一试验系统的主要结构、技术标准、功能和为取得满意的试验效果所研制和采用的减摩、传力和应力集中消除等技术,所述的试验系统为深入研究深部工程岩体的力学行为提供新手段。

关 键 词:岩石力学  深部软岩  复合应力状态  力学试验系统  关键技术
文章编号:1000-6915(2005)16-2870-05
收稿时间:2005-05-09
修稿时间:2005-05-09

DEVELOPMENT OF NONLINEAR TRIAXIAL MECHANICAL EXPERIMENT SYSTEM FOR SOFT ROCK SPECIMEN
SUN Xiao-ming,HE Man-chao,LIU Cheng-yu,GU Jin-cai,WANG Shu-ren,MING Zhi-qing,JING Hai-he.DEVELOPMENT OF NONLINEAR TRIAXIAL MECHANICAL EXPERIMENT SYSTEM FOR SOFT ROCK SPECIMEN[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(16):2870-2874.
Authors:SUN Xiao-ming  HE Man-chao  LIU Cheng-yu  GU Jin-cai  WANG Shu-ren  MING Zhi-qing  JING Hai-he
Abstract:In consideration of the requirements for nonlinear mechanical behaviors of soft rock at depth,the development of a new experimental system for rock mechanics is discussed,which can perform the multiple composite tests of tension-compression and tension-shearing under the conditions of different loading processes including the common function such as uniaxial tension,shearing,uniaxial and triaxial compression tests. To overcome the deficiency of the current experimental system (for rock mechanics) that cannot perform the composite tests of tension-compression,tension-shearing,and different loading or unloading process simulations, the main structures and functions of the system,the technical indexes,and the key technologies to achieve satisfactory experimental results such as reduction of friction force technology,equal-transmitting force technology,and stress-concentration elimination technology,etc.,are introduced. The presented new experiment system can provide a new method to further study of mechanical behavior of rock mass at depth.
Keywords:rock mechanics  deep soft rock  composite stress state  mechanical experiment system  key technology
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