| 不均匀地基上基础工程的优化处理措施 |
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| 引用本文： | 方燕.不均匀地基上基础工程的优化处理措施[J].河北理工学院学报,2009(3):134-137. |
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| 作者姓名： | 方燕 |
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| 作者单位： | 金华广播电视大学理工学院; |
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| 摘 要： | 对于不均匀地基采用振冲挤密加固地基的侧向约束法，避免基础持力层埋深相差太大所引起地基变形和不均匀沉降，提高深基础承载力，同时增强地基整体抗滑稳定性。实践表明：在不均匀地基上的基础设计中充分利用场地中的一切有利因素，结合实际经验，采取最优化处理措施，能取得良好的工程效果，具有一定的工程应用价值和经济价值。
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| 关 键 词： | 承载力 沉降 振冲挤密 优化处理措施 |
Optimal Treatment of Foundation with Uneven Conditions |
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| FANG Yan.Optimal Treatment of Foundation with Uneven Conditions[J].Journal of Hebei Institute of Technology,2009(3):134-137. |
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| Authors: | FANG Yan |
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| Institution: | Institute of Technology;Jinhua Radio & Television University;Jinhua Zhejiang 321000;China |
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| Abstract: | The measures of vibroflotation lateral restriction with uneven conditions was used for avoiding the foundation deformation and uneven settlement of bearing stratum of the foundation with different buried depth,increasing the capacity of deep foundation and enhancing stability against sliding of the whole foundation.The practice shows that the design of uneven foundation has a certain value engineering application and economic value while making full use of favorable factors,combining with practical experien... |
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| Keywords: | capacity settlement vibroflotation optimal treatment |
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