| 考虑盾尾注浆隆起的盾构掘进地面位移预测 |
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| 引用本文： | 林存刚,吴世明,张忠苗,刘冠水,李宗梁. 考虑盾尾注浆隆起的盾构掘进地面位移预测[J]. 土木建筑与环境工程, 2012, 34(6): 80-88 |
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| 作者姓名： | 林存刚 吴世明 张忠苗 刘冠水 李宗梁 |
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| 作者单位： | 浙江大学 软弱土与环境土工教育部重点实验室; 岩土工程研究所,杭州 310058;杭州运河隧道有限公司,杭州 310002;杭州庆春路过江隧道有限公司,杭州 310002;浙江大学 软弱土与环境土工教育部重点实验室; 岩土工程研究所,杭州 310058;杭州运河隧道有限公司,杭州 310002;杭州庆春路过江隧道有限公司,杭州 310002 |
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| 基金项目： | 国家自然科学基金(51078330)；杭州市钱江特聘专家科研资助项目 |
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| 摘 要： | 通过对3个盾构隧道工程实例中盾尾注浆引起的地面隆起的分析，对比了Mindlin解、Sagaseta法、Verruijt-Booker法、Loganathan-Poulos法、Chi法和Park法6种解析方法及高斯公式预测盾构掘进盾尾注浆引起的地面隆起的适用性，并结合工程实例给出了考虑注浆地面隆起后盾构掘进地面位移计算的修正Peck公式。分析表明：盾尾注浆引起的横断面地面隆起曲线，可以用高斯公式和Chi法较好地拟合，在确定注浆隆起宽度参数Kh和沉降影响角β的经验取值后，可预测盾构注浆隆起。考虑注浆隆起的修正Peck公式，可合理地预测包含注浆隆起在内的盾构掘进引起的横断面地面位移。
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| 关 键 词： | 盾尾注浆 盾构隧道掘进 地面位移 地面隆起 |
Prediction of Ground Surface Movements Due to Shield Tunneling with Tail Grouting Heave |
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| LIN Cungang,WU Shiming,ZHANG Zhongmiao,LIU Guanshui and LI Zongliang. Prediction of Ground Surface Movements Due to Shield Tunneling with Tail Grouting Heave[J]. Journal of Civil,Architectrual & Environment Engineering, 2012, 34(6): 80-88 |
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| Authors: | LIN Cungang WU Shiming ZHANG Zhongmiao LIU Guanshui LI Zongliang |
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| Affiliation: | MOE Key Laboratory of Soft Soils and Geoenvironment Engineering; Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, P. R. China;Hangzhou Yunhe Tunnel Co., Ltd., Hangzhou, 310002, P. R. China; 3. Hangzhou Qingchun Road Cross-river Tunnel Co., Ltd., Hangzhou 310002, P. R. China;MOE Key Laboratory of Soft Soils and Geoenvironment Engineering; Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, P. R. China;Hangzhou Yunhe Tunnel Co., Ltd., Hangzhou, 310002, P. R. China;Hangzhou Qingchun Road Cross-river Tunnel Co., Ltd., Hangzhou 310002, P. R. China |
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| Abstract: | Compared with conventional tunneling methods, ground movements behave some different patterns, such as surface heave induced by tail grouting. Through the analysis of ground surface heave due to tail grouting in three cases, the applicability of Gaussian equation and six analytic methods (including Mindlin's problem, Sagaseta method, Verruijt-Booker method, Loganathan-Poulos method, Chi method and Park method) to predict ground surface heave induced by tail grouting were verified. Based on case studies, one modified Peck equation was proposed to calculate ground surface movements, including grouting heave due to shield tunneling. The results show that the Gaussian equation and Chi method are applicable to calculate surface heave due to shield tail grouting, and the Modified Peck Equation can predict the total transversal ground surface movements rationally. |
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| Keywords: | tail grouting shield tunneling ground surface movements ground surface heave |
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