| 广东虎门大桥东锚碇现场结构模型试验研究 |
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| 引用本文： | 夏才初 李荣强. 广东虎门大桥东锚碇现场结构模型试验研究[J]. 岩石力学与工程学报, 1997, 16(6): 571-576 |
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| 作者姓名： | 夏才初 李荣强 |
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| 作者单位： | 同济大学地下建筑与工程系!上海200092(夏才初，程鸿鑫)，深圳市工程地质勘察公司!深圳518026(李荣强) |
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| 摘 要： | 介绍了广东虎门大桥东锚碇１：５０现场结构模型试验，根据试验结果探讨了锚碇结构 岩体的变形机制和可能的破坏模式，为确定锚碇结构岩体稳定性的安全系数提供了依据。根 据试验数据和资料分析，对施工和运营期间的监测提供了具体的建议。
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| 关 键 词： | 锚碇 结构模型 模型试验 |
TESTING STUDY ON FIELD STRUCTURE MODEL OF THE EAST ANCHORAGE OF GUANGDONG HUMEN BRIDGE |
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| Xia Caichu,Cheng Hongxin,Li Rongqiang. TESTING STUDY ON FIELD STRUCTURE MODEL OF THE EAST ANCHORAGE OF GUANGDONG HUMEN BRIDGE[J]. Chinese Journal of Rock Mechanics and Engineering, 1997, 16(6): 571-576 |
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| Authors: | Xia Caichu Cheng Hongxin Li Rongqiang |
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| Abstract: | The 1: 50 structure model test is made in the field of the east anchorage of Guangdong Humen suspension bridge. The deformation mechanism and propable failure modes of rock mass around the anchorage structure are simulated. and evaluated on the basis of test data, which also provide scientific basis to determine the safety coefficient of stability of rock mass around the anchorage structure. In terms of test result and information analysis, some suggestions are presented on monitoring during construction and operation. |
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| Keywords: | anchorage structure model model test |
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