| 顶管施工对邻近地下管线的影响预测分析 |
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| 引用本文： | 魏纲,朱奎.顶管施工对邻近地下管线的影响预测分析[J].岩土力学,2009,30(3):825-831. |
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| 作者姓名： | 魏纲 朱奎 |
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| 作者单位： | 1. 浙江大学,城市学院,土木工程系,杭州,310015
2. 浙江大学,岩土工程研究所,杭州,310027 |
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| 基金项目： | 浙江省教育厅科研项目，浙江大学城市学院教师科研基金 |
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| 摘 要： | 采用通用Peck公式计算顶管施工引起的地下管线平面处的土体竖向位移。对地下管线的受力模型进行简化，基于Winkler地基模型，得到地下管线由于顶管开挖引起的极限弯矩、理论弯矩以及管线变形的计算方法。通过算例分析，与连续弹性解、Attewell解和王涛解的计算结果进行比较，探讨了土质条件、管线材质、管线埋深、管线管径对地下管线受力的影响。计算结果表明，本方法适用于各种土质，可较好地预估管线所受弯矩，且不会低估管线所受的最大弯矩；在相同条件下，管线埋深越大承受的弯矩也越大，但埋深仅对最大正弯矩和最大负弯矩位置附近处的管线影响较大，对其余部位影响较小；管线抗弯刚度越大，管线承受的极限弯矩和影响范围也越大；管线管径越大，管线承受的弯矩也越大。
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| 关 键 词： | 顶管施工 地下管线 Winkler地基模型 管线弯矩 |
| 收稿时间： | 2007-04-25 |
Prediction for response of adjacent pipelines induced by pipe jacking construction |
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| WEI Gang,ZHU Kui.Prediction for response of adjacent pipelines induced by pipe jacking construction[J].Rock and Soil Mechanics,2009,30(3):825-831. |
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| Authors: | WEI Gang ZHU Kui |
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| Institution: | 1. Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China; 2. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China |
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| Abstract: | The general Peck empirical formula is used for calculating vertical displacement of soil at the plane of buried pipeline caused by pipe jacking construction. The force model of buried pipeline is simplified. Based on Winkler foundation model, calculation methods for calculating ultimate and theoretic bending moments and pipeline deformation affected by pipe jacking construction are obtained. Through analyzing examples the solution is compared with Attwell’s solution and Wangtao’s solution. The influences of soil condition, material of pipeline, buried depth and diameter of pipeline on the force of buried pipeline are discussed. The results show that the method can be applied to any soil condition and predict bending moment of buried pipeline well; and the maximum bending moment of the pipeline will not be underestimated. Under the same condition, the deeper of buried depth of pipeline is, the larger bending moment of buried pipeline is. However, the effect of pipeline depth is not obvious except on the pipeline near the positions of maximum positive bending moment and maximum negative bending moment. The ultimate bending moment and influence zone of pipeline increase with the increase of bending stiffness of pipeline. The larger diameter of buried pipeline is, the larger bending moment of buried pipeline is. |
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| Keywords: | pipe jacking construction buried pipeline Winkler-foundation model bending moment of pipeline |
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