Study on the kaiser effect of rock-like materials under triaxial compression
Study on the kaiser effect of rock-like materials under triaxial compression
批准号:
04650443
负责人:
TANO Hisataka
金额:
$0.9万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1992
资助国家:
日本
项目状态:
已结题
起止时间:
1992 至 --
中文摘要
本计画的目的是比较岩石类材料三轴压缩与单轴压缩之凯塞效应。对荻野凝灰岩进行了恒应变比三轴压缩试验,并测量了声发射活动。两个声发射传感器分别放置在上下加载板的内侧。主要包括以下三个系列的实验:(1)静水压作用下岩石声发射活动的观测。(2)三轴压缩下的凯塞效应。(3)通过在三轴压缩下预加载的大尺寸试样(PHI 100 mmX 200 mm)制成的小尺寸试样(PHI 30 X60 mm),使用单轴压缩试验来估计先前应力。实验结果和结论如下:(1)在静水压力(25、50 kgf/cm ^2)下,在不同的应力水平下观察到Kaiser效应。(2)用三轴压缩预压法估算三轴应力值的精度优于单轴预压法。特别是在最大剪应力方向钻孔的小试样,其Kaiser效应仍不令人满意。(3)由上述结果(2)可知,若主应力轴之一与试样轴重合,则用Kaiser效应估算单轴压缩试验的前期应力的精度在一定程度上是令人满意的。
英文摘要
The aim of this project is to compare the Kaiser effect of rock-like materials using triaxial compression test wit husing uniaxial compression test for the specimens pre-loaded under triaxial compression. Triaxial compression tests of Ogino Tuff were carried out under constant strain ratio and the AE activities were measured. Two AE sensors were put the inside of the upper and lower loading plates respectively. Three series of the experiments is as follows ; (1) Observation of the AE activities of rocks under Hydrostatic pressure. (2) The Kaiser effect under triaxial compression. (3) Estimation of the previous stress using uniaxial compression test by the small size specimens(PHI30X60mm) which were made of a large size specimen(PHI100mmX200mm) per-loaded under triaxial compression. These small size specimens were drilled to the three directions, that is, parallel, direct and 45 degree to the axis of the large size specimen.The experimental results and concluding remarks are as follows : (1) The Kaiser effects under hydrostatic pressure(25,50 kgf/cm^2) were observed at each stress level. (2) The accuracy of the estimated previous triaxial stress value using triaxial compressive pre-loading is better than the uniaxial one. Especially, the Kaiser effect of small specimen drilled to the direction of the maximum shear stress is not still satisfactory. (3) From the above results (2), if one the principal stress axis coincides with the speciemn axis, the accuracy of the estimated previous stress using the Kaiser effect on uniaxial compression test is satisfactory to a certain degree.
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Hiroshi TASAKA, Hisataka TANO, Takeo AKAZU: "Experimental study on the relation between AE activity distribution of rocks and the strain levels" Proc.of the Tohoku branch's Conference. JSCE. 376-377 (1993)
Hiroshi TASAKA、Hisataka TANO、Takeo AKAZU:“岩石AE活动分布与应变水平关系的实验研究”东北分会会议论文集。
DOI:
--
发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
渡辺 英彦,田野 久貴,赤津 武男: "静水圧を受けた岩石のカイザー効果に関する基礎実験" 土木学会東北支部技術研究発表会講演概要. 372-373 (1993)
Hidehiko Watanabe、Hisataka Tano、Takeo Akatsu:“静水压力下岩石凯撒效应的基本实验”日本土木工程师学会东北分会技术研究会议演讲摘要 372-373(1993)。
DOI:
--
发表时间:
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影响因子:
--
作者:
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通讯作者:
Hidehiko WATANABE, Hisataka TANO, Takeo Akazu: "Fundamental study on the Kaiser effect of a pre-loaded rock specimen under triaxial compression" Proc.of the Tohoku branch's Conference. JSCE. 372-373 (1993)
Hidehiko WATANABE、Hisataka TANO、Takeo Akazu:“三轴压缩下预载岩石样本凯撒效应的基础研究”东北分会会议论文集。
DOI:
--
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影响因子:
--
作者:
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渡辺 英彦,田野 久貴,赤津 武男: "AEによる三軸圧縮を受けた岩石の履歴応力推定" 日本応用地質学会東北支部第2回研究発表会講演論文集. 11-14 (1993)
Hidehiko Watanabe、Hisataka Tano、Takeo Akatsu:“通过 AE 估算岩石中的滞回应力”日本应用地质学会东北分会第二届研究会议记录 11-14 (1993)。
DOI:
--
发表时间:
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影响因子:
--
作者:
[]
通讯作者:
渡辺 英彦 , 田野 久貴 , 赤津 武男: "静水圧を受けた岩石のカイザー効果に関する基礎実験" 土木学会東北支部技術研究発表会 講演概要. 372-373 (1993)
Hidehiko Watanabe、Hisataka Tano、Takeo Akatsu:“静水压力下岩石凯撒效应的基本实验”日本土木工程师学会东北分会技术研究会议上的演讲摘要 372-373 (1993)。
DOI:
--
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影响因子:
--
作者:
[]
通讯作者:
共 9 条
Development of AE counting system and it's application to monitoring of ground behavior
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批准号:16560436
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.37万
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财政年份:2004
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负责人:TANO Hisataka
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依托单位:
Development of Simpel Monitoring system of Rock Slope
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批准号:10650491
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.3万
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财政年份:1998
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负责人:TANO Hisataka
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依托单位:
海外基金