| 强夯法处理湿陷性黄土地基加固深度公式探讨 |
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| 引用本文： | 李学亮. 强夯法处理湿陷性黄土地基加固深度公式探讨[J]. 山西建筑, 2003, 29(17): 28-30 |
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| 作者姓名： | 李学亮 |
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| 作者单位： | 晋城市水利局,山西,晋城,048000 |
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| 摘 要： | 对强夯法处理湿陷性黄土地基加固深度的公式作了分析，应用Menard理论，推导出了地基加固深度的经验公式，经在某工程中实际应用，验证了该公式的可靠性及适用性。
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| 关 键 词： | 湿陷性黄土地基 地基加固 强夯法 可靠性 加固深度 |
| 文章编号： | 1009-6825(2003)17-0028-03 |
| 修稿时间： | 2003-09-15 |
Empirical formula of reinforcement depth of dynamic consolidation in collapsible loess foundation treatment |
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| LI Xue-liang. Empirical formula of reinforcement depth of dynamic consolidation in collapsible loess foundation treatment[J]. Shanxi Architecture, 2003, 29(17): 28-30 |
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| Authors: | LI Xue-liang |
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| Abstract: | Based upon analysis of the formula of reinforcement depth of dynamic consolidation in collapsible loess foundation treatment and Menard theory empirical formula of strengthening depth of foundation is derived. In addition its reliability and applicability are verified through practical engineering application. |
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| Keywords: | collapsible loess foundation reinforcement depth dynamic consolidation formula |
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