| 支井河特大桥隧道锚碇岩石力学性质试验 |
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| 引用本文： | 曾平,陈汉珍.支井河特大桥隧道锚碇岩石力学性质试验[J].土工基础,2004,18(5):16-18. |
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| 作者姓名： | 曾平 陈汉珍 |
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| 作者单位： | 长江科学院岩基所,武汉,430010 |
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| 摘 要： | 以支井河特大桥锚碇区岩体为试验对象,进行了岩石力学性质试验,包括单轴压缩强度试验、单轴压缩变形、三轴应力应变全过程试验、结构面剪切试验,并对试验结果进行了分析,从而为整个山体稳定性评价提供了依据。
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| 关 键 词： | 锚碇 三轴压缩强度试验 结构面剪切试验 |
| 文章编号： | 1004-3152(2004)05-0016-03 |
| 修稿时间： | 2004年3月8日 |
Testing on Mechanical Property of Rock Mass in Anchored Area of Zhijing River Bridge |
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| ZENG Ping,CHEN Han-zhen.Testing on Mechanical Property of Rock Mass in Anchored Area of Zhijing River Bridge[J].Soie Engineering and Foundation,2004,18(5):16-18. |
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| Authors: | ZENG Ping CHEN Han-zhen |
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| Abstract: | Mechanical properies of rock mass is analyzed by mechanical tests. The tests include uni-compression strength test, uni-compression deformation test, trixlal compression test and shear test of discontinual plane. The test results are analyzed. The results are very significant to appreciating the stability of rock mass. |
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| Keywords: | tunnel anchorage trixlal compression test shear test of discontinual plane |
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