| 广西水任-南宁公路拉显二号桥溶洞稳定性评价 |
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| 引用本文： | 黄志春.广西水任-南宁公路拉显二号桥溶洞稳定性评价[J].西部交通科技,2006(5):112-114. |
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| 作者姓名： | 黄志春 |
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| 作者单位： | 广西壮族自治区交通规划勘察设计研究院,广西,南宁,530011 |
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| 摘 要： | 文章介绍了广西水任南宁公路K120 480拉显二号桥溶洞稳定性评价,以工程实例为基础,阐明了溶洞的稳定性评价采用定性与计算综合评价的方法是可行和可靠的,为类似工程提供参考。
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| 关 键 词： | 桥梁 溶洞 稳定性 定性与计算综合评价 溶洞顶板 |
| 文章编号： | 1673-4874(2006)05-0112-03 |
| 修稿时间： | 2006年9月10日 |
Assessment on the Stability of Karst Terrain in Laxian No. 2 Bridge of Shuiren to Nanning Hig-hway |
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| HUANG Zhi-chun.Assessment on the Stability of Karst Terrain in Laxian No. 2 Bridge of Shuiren to Nanning Hig-hway[J].Western China Communication Science & Technology,2006(5):112-114. |
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| Authors: | HUANG Zhi-chun |
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| Abstract: | The paper presents an assessment on the stab ility of Karst terrain in Laxian No.2 bridge at K120 480 of Hechi (Shuiren) to N anning Highway. With the engineering practice as an example,the paper concludes that it is feasible and reliable to do the stability assessment for Karst terra in by means of qualitative and quantitative method. It provides reference for si milar works. |
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| Keywords: | Bridge Karst Stability Qualitative and quantitative complex assessment Top plate of cave |
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