土木建筑与环境工程2015,Issue(2) :60-66.DOI:10.11835/j.issn.1674-4764.2015.02.010

饱水对岩溶灰岩力学性质与纵波波速的影响

Influence of water-saturated state on mechanical properties and longitudinal wave velocity of karst limestone

郭佳奇 徐子龙 李宏飞
土木建筑与环境工程2015,Issue(2) :60-66.DOI:10.11835/j.issn.1674-4764.2015.02.010

饱水对岩溶灰岩力学性质与纵波波速的影响

Influence of water-saturated state on mechanical properties and longitudinal wave velocity of karst limestone

郭佳奇 1徐子龙 1李宏飞1
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作者信息

  • 1. 河南理工大学土木工程学院,河南焦作454003
  • 折叠

摘要

为研究饱水对岩溶灰岩力学性质和纵波波速的影响,进行自然和饱水状态下岩样的力学性能和弹性波测试。试验结果表明:饱水对岩溶灰岩的单轴抗拉强度、抗拉强度和弹性模量有明显的软化作用,饱水状态试样的峰值应变和泊松比整体上大于自然状态的对应值;岩溶灰岩试样在饱水条件下的纵波波速均明显高于自然状态下的纵波波速,试样的单轴抗压强度和抗拉强度与纵波波速具有较高的线性相关性。基于目前的研究现状,阐述了研究成果在隧道与周边高压充填隐伏溶腔间防突岩层稳定性评价及最小防突厚度确定中的应用。

Abstract

In order to investigate the influence of saturation on mechanical properties and longitudinal wave velocity of karst limestone ,the experiment to on the mechanical property and the elastic wave velocity of karst limestone under natural and saturated condition was conducted .The results are as follows :Saturation has a significant influence on the softening of uniaxial compressive strength ,tensile strength and elastic modulus of karst limestone ,and peak strain and poisson's ratio of saturated sample are larger than corresponding values of natural specimen on the whole .The longitudinal wave velocity of water‐saturated sample is significantly higher than that under natural condition ,and the uniaxial compressive strength and tensile strength of specimen under two condition have a significant linear relationship with elastic wave velocity .Based on the current studies ,he results are used to assess the stability of rock pillar between tunnel and concealed karst cave with high pressurized water ,and calculate the minimum anti‐inrush thickness .

关键词

岩溶灰岩:饱水/单轴抗拉强度/抗拉强度/纵波波速

Key words

Karst limestone/saturation/uniaxial compressive strength/tensile strength/longitudinal wave velocity

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基金项目

国家自然科学基金(50978018)

河南理工大学博士基金(B2012-016)

出版年

2015
土木建筑与环境工程
重庆大学

土木建筑与环境工程

CSTPCDCSCD北大核心
影响因子:0.878
ISSN:1674-4764
被引量4
参考文献量9
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