Analysis of sampling in rock mechanics test and compressive strength prediction methods
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Analysis of sampling in rock mechanics test and compressive strength prediction methods
Vol. 32, Issue 11, (2011)
作者机构:
1. 三峡大学 三峡库区地质灾害教育部重点实验室,湖北,宜昌,443002
2. 武汉大学 水利水电学院,武汉,430072
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:09 November 2011,
Published:2011
稿件说明:
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DENG Hua-feng, LI Jian-lin, DENG Cheng-jin, et al. Analysis of sampling in rock mechanics test and compressive strength prediction methods[J]. 2011, 32(11).
DOI:
DENG Hua-feng, LI Jian-lin, DENG Cheng-jin, et al. Analysis of sampling in rock mechanics test and compressive strength prediction methods[J]. 2011, 32(11).DOI:
Analysis of sampling in rock mechanics test and compressive strength prediction methods
which is one of the most important methods in studying rock mechanics and engineering. But the experimental results of rock mechanics test are always influenced by many factors and the discrete experimental results are ubiquitous. Those bring some inaccurate or even reverse results. Based on the relationship among ultrasonic velocity
rebound value and strength of rock
the ultrasonic-rebound comprehensive method was applied to the rock sample selection which has the advantages of two methods. In order to get the accurate results
the rock specimens which may cause discrete results can be selected out first before the laboratory test. Practice shows that such a comprehensive sampling method has good applicability. It is quite convenient to distinguish the rock specimens with interior defects and has no injury. At the same time
the ultrasonic-rebound method is quite useful to predict the compressive strength. So the application of this method in sampling of rock mechanics test and strength prediction is worth using for reference.