| 冲击荷载下地基下沉量预测 |
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| 引用本文： | 曾庆军,李加林,李大勇.冲击荷载下地基下沉量预测[J].山东科技大学学报(自然科学版),2003,22(1):113-116. |
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| 作者姓名： | 曾庆军 李加林 李大勇 |
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| 作者单位： | 1. 广东交通职业技术学院,土木系,广州,510650
2. 山东科技大学,土木建筑学院,泰安,271019 |
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| 摘 要： | 冲击荷载加固地基，场地地基下沉量的计算可用于估计其它地基加固效果指标。本文采用三种方法对地基下沉量进行计算，工程实例表明极限孔隙比法预测结果最好。
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| 关 键 词： | 冲击荷载 强夯 地基下沉量 预测 |
| 文章编号： | 1000-2308(2003)01-0113-04 |
| 修稿时间： | 2002年4月22日 |
Prediction of Settlement Quantity of the Foundation under Impact Load |
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| ZENG Qing jun ,LI Jia lin ,LI Da yong.Prediction of Settlement Quantity of the Foundation under Impact Load[J].Journal of Shandong Univ of Sci and Technol: Nat Sci,2003,22(1):113-116. |
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| Authors: | ZENG Qing jun LI Jia lin LI Da yong |
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| Institution: | ZENG Qing jun 1,LI Jia lin 1,LI Da yong 2 |
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| Abstract: | The calculation of settlement quantity of the fondation consolidated by impact load may be used to forecast some indexes of the improvement effect of the foundation.In this paper,the authors present three methods to work out the settlement quantity of the foundation.An example shows that the best method is ultimate void ratio method,resulting in good effect. |
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| Keywords: | impact load dynamic consolidation settlement quantity of the foundation forecasting |
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