应力波峰值变化与岩体结构关系的试验研究

IMECH-IR > 环境力学重点实验室(2009-2011)

	应力波峰值变化与岩体结构关系的试验研究
Alternative Title	Experiment Studies on Relationship between Peak Value Change of Stress Wave and Rock Mass Structure
	王观石; 李长洪; 戴志胜; 李世海
Source Publication	矿冶工程
	2009
Volume	29 Issue:6 Pages:25-28
ISSN	0253-6099
Abstract	选择了3种有代表性的岩体结构进行冲击试验,分析研究了波形最大峰值变化与岩体结构的关系.试验结果表明:震动峰值随空间衰减、震动峰值延时及其离散性变化均能有效反映岩体结构特点和受扰动程度,也能反映岩体的各向异性.
Keyword	岩体结构应力波衰减峰值延时离散性
Indexed By	CSCD
Language	中文
Funding Organization	国家自然科学基金重点项目(10632100)
CSCD ID	CSCD:3791698
Citation statistics	Cited Times:1[CSCD] [CSCD Record]
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/33335
Collection	环境力学重点实验室(2009-2011)
Corresponding Author	王观石
Recommended Citation GB/T 7714	王观石,李长洪,戴志胜,等. 应力波峰值变化与岩体结构关系的试验研究[J]. 矿冶工程,2009,29,6,:25-28.
APA	王观石,李长洪,戴志胜,&李世海.(2009).应力波峰值变化与岩体结构关系的试验研究.矿冶工程,29(6),25-28.
MLA	王观石,et al."应力波峰值变化与岩体结构关系的试验研究".矿冶工程 29.6(2009):25-28.

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