测试技术

针贯入仪在软岩强度测试中的应用

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  • 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
李志刚,男,1988年生,博士研究生,主要从事地质灾害防治方面的研究工作

收稿日期: 2015-08-03

  网络出版日期: 2018-06-09

基金资助

国家自然科学基金(No.41472263);中国地质调查局资助项目(No. 12120114038701)。

Application of needle penetrometer to soft rock strength test

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  • 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

Received date: 2015-08-03

  Online published: 2018-06-09

Supported by

This work was supported by the National Natural Science Foundation of China (41472263) and China Geological Survey (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。

本文引用格式

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(S1) : 651 -658 . DOI: 10.16285/j.rsm.2016.S1.086

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.
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