| 混凝土抗滑硐塞最优布置区域的分析 |
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| 引用本文： | 段亚辉,王宏硕,陆述远.混凝土抗滑硐塞最优布置区域的分析[J].武汉大学学报(工学版),1993(5). |
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| 作者姓名： | 段亚辉 王宏硕 陆述远 |
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| 作者单位： | 武汉水利电力大学水力发电工程系
(段亚辉，王宏硕)，武汉水利电力大学水力发电工程系(陆述远) |
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| 摘 要： | 采用弹塑性力学有限元法,对使用混凝土抗滑硐塞加固重力坝坝基缓倾角软弱夹层,提高抗滑稳定性的最优布置区域进行了计算分析,得出了一些有益的结论,可供工程设计时参考。
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| 关 键 词： | 重力坝 坝基 软弱结构面 剪力键 |
Study on the Optimum Layout Area of Shear Keys in the Gravity Dam Foundation |
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| Duan Yahui Wang Hongshuo Lu Shuyuan.Study on the Optimum Layout Area of Shear Keys in the Gravity Dam Foundation[J].Engineering Journal of Wuhan University,1993(5). |
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| Authors: | Duan Yahui Wang Hongshuo Lu Shuyuan |
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| Abstract: | This paper, adopts the elastoplastic finite element method to study the optimum layout area of shear keys which are used for consolidating the slightly inclined weak layers in the gravity dam foundation and strenthening the stability of the gravity dam against sliding. Some useful results obtained are available for reference in practical project design. |
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| Keywords: | gravity dam dam foundation fissure plane shear keys |
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