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白砂岩力学参数尺寸效应实验研究

孔晓璇 刘重羊

实验科学与技术2023,Vol.21Issue(5):44-48,5.
实验科学与技术2023,Vol.21Issue(5):44-48,5.DOI:10.12179/1672-4550.20220303

白砂岩力学参数尺寸效应实验研究

Experimental Study on Size Effect of White Sandstone Mechanical Parameters

孔晓璇 1刘重羊1

作者信息

  • 1. 武汉大学岩土与结构工程安全湖北省重点实验室,武汉 430072||武汉大学土木建筑工程学院,武汉 430072
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摘要

Abstract

Rock mechanical properties have size effect,and a large number of experiments have proved that rock mechanical parameters may vary with specimen size.This important property of rock is generally ignored in the stability analysis of underground engineering.Rock mechanical property experiments with different sizes are the most basic test methods to study the rock size effect.However,the current rock experiment rules are only for rock specimens with standard sizes,and there is a lack of test methods for specimens with different sizes.Moreover,the current rock mechanics test system is only equipped with test devices for standard-size specimens,and lacks device suitable for other size specimens.This paper proposed the test piece preparation method and test procedures of rock size effect test,designed the auxiliary device of the test,and improved the test method of rock size effect.The uniaxial compression size effect test and Brazilian splitting size effect test of sandstone were carried out to study the relationship between mechanical parameters and sample size.The compressive strength and deformation modulus of sandstone decreased with an increase in the specimen size,and the tensile strength first increased and then decreased.

关键词

岩石力学/尺寸效应/夹具装置/单轴压缩实验/巴西劈裂实验

Key words

rock mechanics/size effect/fixture device/uniaxial compression test/Brazil splitting test

分类

建筑与水利

引用本文复制引用

孔晓璇,刘重羊..白砂岩力学参数尺寸效应实验研究[J].实验科学与技术,2023,21(5):44-48,5.

基金项目

湖北省高等学校实验室研究项目(HBSY2020-53) (HBSY2020-53)

武汉大学实验技术项目(WHU-2020-SYJS-14). (WHU-2020-SYJS-14)

实验科学与技术

1672-4550

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