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The Analysis of the Relationship between Height-diameter Ratio and Rock Uniaxial Compressive Strength

机译:高径比与岩石单轴抗压强度关系分析

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Rock uniaxial compressive strength,one of the most important parameters of physical-mechanical properties of rock,which can reflect the hard degree of rock immediately,and height-diameter ratio can reflect rock uniaxial compressive strength as important property.When height-diameter ratio ranges from 2 ~ 2.5 ruled by national standard and ranges from 2.5 ~ 3 ruled by international standard,rock compressive strength is close to the real uniaxial compressive strength gradually.In order to exptore the specific influence from different height-diameter ratio to rock uniaxial compressive strength in detail,in this paper,we had simulation compressive tests to rock samples with different height-diameter ratio in 20 teams based on RFPA2D simulation software.Through the data acquisition,contrast,analysis,finishing,we have got the concrete changing laws of rock compressive strength followed by height-diameter ratio,thus provides powerful evidence to the researching of the hard degree of rock in practical engineering.
机译:岩石单轴抗压强度是岩石物理力学性能最重要的参数之一,可以立即反映出岩石的坚硬程度,而高径比可以反映出岩石的单轴抗压强度为重要特性。从国家标准规定的2〜2.5到国际标准规定的2.5〜3的范围内,岩石的抗压强度逐渐接近于实际的单轴抗压强度。为了揭示不同的高径比对岩石的单轴抗压强度的具体影响。详细地,本文基于RFPA2D仿真软件,对20个不同高径比的岩石样品进行了模拟压缩试验。通过数据采集,对比,分析,整理,得出了岩石的具体变化规律。抗压强度与高径比之比,从而为研究p中岩石的坚硬度提供了有力的证据实际工程。

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