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Experimental Study on Stress Corrosion and Vacuum Effect of Rocks

Experimental Study on Stress Corrosion and Vacuum Effect of Rocks
岩石应力腐蚀与真空效应实验研究
批准号:
06452360
负责人:
OKAMURA Hiroshi
金额:
$4.61万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (B)
财政年份:
1994
资助国家:
日本
项目状态:
已结题
起止时间:
1994 至 1995

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中文摘要
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英文摘要
At the beginning of the twenty one century, the large rock cavern for radioactive waste diaposal will be constructed within a rock mass at a depth of more than 1000m, in Japan. The stability of such large rock cavern must be guarantee over very long timescale. The prediction of long-term strength of rocks is indispensable for insuring long-term stability of the rock cavern.The strength of rocks under compression is affected by the density, the shape and the direction of cracks, the strain and stress rate of loading, the stress state , the temperature and the existence of water in vapor phase or in liquid phase, and so on. Some researchers have inducated that the strength of rocks in dependent on the subcritical crack growth due to stress corrosion and is proportional to the water vapor pressure in atmosphere. However, few experiments to verify this fact have been performed.In this research, to examine the influence of the water as the stress corrosion agent on the strength of rocks, a … More series of uniaxial compression tests under the water vapor pressure ranging from 10^<-3> to 10^3 Pa is conducted on Kitagishima granite and Kumamoto andesite. Furthermore, the stress corrosion index is determined, then the estimation of long-teem strength of rock is discussed. The main results obtained are follows :1.The elastic modulus are not affected by the stress corrosion due to water vapor, analyzing the stress strain curve obtained.2.The uniaxial compressive strength of both rocks increases with decreasing water vapor pressure. It is clarified that this effect is dependent on the stress corrosion.3.The values of the stress corrosion index obtained from the results are 36 in Kumamoto andesite and 61 in Kitagishima granite, based on the relation between uniaxial compressive strength and water vapor pressure. The linear relation is applicable to the range of water vapor pressure 10^<-3> to 10^3 Pa.4.The estimation of long-term strength of rock is discussed. The discover of an agent activating the stress corrosion is indispensable to estimate the long-term stability of rock cavern. Less
期刊论文(14)
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会议论文
Yuzo Obara: "Rock stress measurement by stress relieving in Japan" Proc.of MMIJ/AusIMM Joint Symposium. 425-432 (1994)
Yuzo Obara:“日本通过应力消除进行岩石应力测量”MMIJ/AusIMM 联合研讨会论文集。
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通讯作者:
Y.OBARA, K.SUGAWARA: "Influence of water vapor pressure on strength of rocks under uniaxial compression" Proceedings of North American Rock Medianics Symposium. (to be appeared). (1996)
Y.OBARA,K.SUGAWARA:“单轴压缩下水蒸气压力对岩石强度的影响”北美岩石介质学研讨会论文集。
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坂口清敏: "コンパクトオーバーコアリング法による岩盤応力の測定" 資源・素材学会誌. 110. 331-336 (1994)
Kiyotoshi Sakaguchi:“通过紧凑型超取芯方法测量岩石应力”日本自然资源与材料学会杂志 110. 331-336 (1994)。
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