| 基于单元体变形耗能的强夯夯击次数研究 |
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| 引用本文： | 鲁克宇,陶玲.基于单元体变形耗能的强夯夯击次数研究[J].广东土木与建筑,2009(7):3-5. |
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| 作者姓名： | 鲁克宇 陶玲 |
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| 作者单位： | 中国建筑科学研究院地基基础研究所; |
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| 摘 要： | 建立变孔隙比弹性骨架单元体数学模型．并将其用于青海察尔汗盐湖地区天然地基强夯试验变形场中，通过对比变形能统计参数与变形场等值线的关系，验证了该模型的适用性，得出了最佳的夯击次数。
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| 关 键 词： | 强夯变形场 变形能模型 夯击次数 |
A Study on Times of Dynamic Compaction Tamp Based on Element Deformation Energy Dissipation |
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| Lu Keyu Tao Ling.A Study on Times of Dynamic Compaction Tamp Based on Element Deformation Energy Dissipation[J].Guangdong Architecture Civil Engineering,2009(7):3-5. |
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| Authors: | Lu Keyu Tao Ling |
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| Affiliation: | Lu Keyu Tao Ling (Institute of Foundation Engineering,China Academy of Building Research Beijing 100013,China) |
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| Abstract: | Builded a variable permeability coefficient and elastic backbone element deformation energy model,analyzed the data of deformation field with this model. The result shows that statistical parameters of this model are interralted with diversifications of the deformation. Using the result we obtained the best time of tamp. |
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| Keywords: | deformation field of dynamic compaction deformation energy model times of tamp |
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