| 挤土桩对饱和软土变形的影响 |
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| 引用本文： | 尹跃军.挤土桩对饱和软土变形的影响[J].宁波大学学报(理工版),2007,20(2):251-253. |
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| 作者姓名： | 尹跃军 |
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| 作者单位： | 宁波市建筑工程安全质量监督总站,浙江,宁波,315010 |
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| 摘 要： | 通过对某一实际饱和软土工程场地的现场测量,得到场地在打入挤土桩前后标高的变化值,利用非线性回归等数理统计方法,拟合得到了场地标高随检测点与基准线之间水平距离的相关关系,对以后类似场地在沉入挤土桩过程中地表隆起的预测提供了相关依据.
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| 关 键 词： | 挤土桩 饱和软土 标高 预测 挤土桩 软土变形 影响 Transform Ground Soft Pile Tube Force 预测 地表隆起 过程 关系 相关 水平距离 线之间 基准 检测点 场地标高 拟合 |
| 文章编号： | 1001-5132（2007）02-0251-03 |
| 修稿时间： | 2006-12-05 |
The Influence of Prestressing Force Tube Pile on Soft Ground Transform |
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| YIN Yue-jun.The Influence of Prestressing Force Tube Pile on Soft Ground Transform[J].Journal of Ningbo University(Natural Science and Engineering Edition),2007,20(2):251-253. |
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| Authors: | YIN Yue-jun |
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| Institution: | Ningbo Building Engineering Safety and Quality Supervision General Station, Ningbo 315010, China |
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| Abstract: | The elevation varying data at the each point before and after diving piles can be obtained by actual measurement on the clay soil site. The relationship between the each elevation data and the distances away from base line can be established by use of nonlinear regression. In this way, the settlement can be predicted on the similar sites when diving piles. |
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| Keywords: | prestressing force tube pile saturated soft ground elevation forecast |
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