首页 | 本学科首页   官方微博 | 高级检索  
     

针贯入仪在软岩强度测试中的应用
引用本文:李志刚,徐光黎,袁 杰,黄 鹏,赵 欣,伏永朋,苏 昌. 针贯入仪在软岩强度测试中的应用[J]. 岩土力学, 2016, 37(Z1): 651-658. DOI: 10.16285/j.rsm.2016.S1.086
作者姓名:李志刚  徐光黎  袁 杰  黄 鹏  赵 欣  伏永朋  苏 昌
作者单位:1.中国地质大学(武汉)工程学院,湖北 武汉 430074;2. 中国地质大学(武汉)地质调查研究院,湖北 武汉 430074;3. 中国地质调查局 武汉地质调查中心,湖北 武汉430250;4. 湖北省地质局水文地质工程地质大队,湖北 荆州 434020
基金项目:国家自然科学基金(No.41472263);中国地质调查局资助项目(No. 12120114038701)。
摘    要:
软岩强度较低,结构松散,难以加工成标准试件测其单轴抗压强度,为解决这一工程实践难题,引入了日本的一种通过测试软岩针贯入指标间接推算其抗压强度的试验仪器——针贯入仪。首先简要地介绍了针贯入试验的仪器装置、操作过程、注意事项以及数据处理方法,然后运用该仪器在现场和室内分别对不同软岩进行强度测试。统计分析测试结果表明,测试数据离散性大小与岩性均一程度、结构面分布情况密切相关。最后,选取了一组软岩岩样进行针贯入和点荷载对比试验,计算得出两种试验结果相差不大。因此,采用针贯入仪测试软岩强度是合理可行的,可在软岩工程中推广使用。

关 键 词:软岩  针贯入仪  针贯入试验  点荷载试验  单轴抗压强度  
收稿时间:2015-08-03

Application of needle penetrometer to soft rock strength test
LI Zhi-gang,XU Guang-li,YUAN Jie,HUANG Peng,ZHAO Xin,FU Yong-peng,SU Chang. Application of needle penetrometer to soft rock strength test[J]. Rock and Soil Mechanics, 2016, 37(Z1): 651-658. DOI: 10.16285/j.rsm.2016.S1.086
Authors:LI Zhi-gang  XU Guang-li  YUAN Jie  HUANG Peng  ZHAO Xin  FU Yong-peng  SU Chang
Affiliation:1. Faculty of Engineering, China University of Geosciences, Wuhan, Hubei 430074, China; 2. Institute of Geological Survey, China University of Geosciences, Wuhan, Hubei 430074, China; 3. Geological Survey Center in Wuhan, China Geological Survey, Wuhan Hubei 430250, China; 4. Hubei Institute of Hydrogeology and Engineering Geology, Jingzhou, Hubei 434020, China
Abstract:
How to get the uniaxial compressive strength value of soft rocks is always a problem in engineering because of their low strength, loose structure and difficult processing. Needle penetrometer invented by Japanese, can be used to calculate compressive strength of soft rocks indirectly by testing its needle penetration index (NPI). The paper introduces experimental instrument, operating procedures, announcements and data processing methods of needle penetration test(NPT). Then the strengths of different soft rocks are tested by needle penetrometer in situ and laboratory. According to statistical analysis of test results, the discreteness of sampled value is closely related to rock uniformity and structural discontinuous surface. Finally, contrast methods of NPT and point load test on a set of soft rock samples. It turns out that the results based on these two methods are similar. Therefore, NPT is reasonable and feasible in soft rock strength test and it can be popularized and applied to the soft rock engineering in China.
Keywords:soft rocks  needle penetrometer  needle penetration test(NPT)  point load test(PLT)  uniaxial compressive strength  
本文献已被 CNKI 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载全文
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