| 抗液化排水井(桩)间距确定方法的研究 |
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| 引用本文： | 刘金韬,金晓媚.抗液化排水井(桩)间距确定方法的研究[J].岩土力学,2000,21(4):374-376. |
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| 作者姓名： | 刘金韬 金晓媚 |
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| 作者单位： | 1. 中国矿业大学北京研究生部，北京 100083
2. 中国地质大学环境科学系，北京 100083 |
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| 摘 要： | 运用土力学、土动力学以及地下水向集水建筑物运移的非稳定流理论等的有关原理，提出了一种确定防止饱和砂土液化排水井（桩）间距的计算方法，并通过试验对这一方法进行了验证。
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| 关 键 词： | 矿土液化 临界超静孔压 排水井 排水桩 间距 |
| 文章编号： | 1000-7598-(2000)04-0374-03 |
| 修稿时间： | 1999年10月29 |
Research on calculating method about the spacing of drainage wells(or piles) against sandy soil liquefaction |
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| LIU Jin-tao,JIN Xiao-mei.Research on calculating method about the spacing of drainage wells(or piles) against sandy soil liquefaction[J].Rock and Soil Mechanics,2000,21(4):374-376. |
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| Authors: | LIU Jin-tao JIN Xiao-mei |
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| Abstract: | Through studying the theory of soil mechanics, soil dynamics and hydrodynamic of ground water, the paper advances a method of calculating the spacing of drainage wells (or piles) that controls the sandy soil liquefaction. And the author goes on the application research in laboratory. |
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| Keywords: | sandy soil liquefaction critical excess pore water-pressure unsteady flow drainage well (or pile) |
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