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溶洞顶板安全厚度估算
引用本文:赵瑞峰,赵跃平,王亨林,刘宏,王丹辉.溶洞顶板安全厚度估算[J].工业建筑,2009(Z1).
作者姓名:赵瑞峰  赵跃平  王亨林  刘宏  王丹辉
作者单位:喀斯特环境与地质灾害防治教育部重点实验室(贵州大学);中国建筑西南勘察设计研究院;
摘    要:岩溶区地基顶板安全厚度的合理确定是岩溶区地基处理的基本依据,通过对岩溶洞隙稳定性的影响因素的分析,研究工程类比法和解析法的适用条件,并采用多种方法综合评价昆明新机场航站区众多溶洞的顶板安全厚度,得出溶洞顶板稳定性与跨度、厚度间的经验关系,为该工程岩溶地基处理提供参考。

关 键 词:溶洞顶板  安全厚度  估算

ESTIMATION ON SAFETY THICKNESS OF KARST CAVE ROOF
Zhao Ruifeng Zhao Yueping Wang Henglin Liu Hong Wang Danhui.ESTIMATION ON SAFETY THICKNESS OF KARST CAVE ROOF[J].Industrial Construction,2009(Z1).
Authors:Zhao Ruifeng Zhao Yueping Wang Henglin Liu Hong Wang Danhui
Affiliation:1.Key Laboratory of Karst Environment & Geohazard Prevention;Ministry of Education;Guiyan 550003;China;2.China Southwest Geotechnical Investigation & Design Institue;Chengdu 610081;China
Abstract:It is very important to estimate the safety thickness of karst cave roof for karst ground reinforncement.Conditions affecting the stability of karst cave roof are analyized,premises of engineering experimental analogy and analytical methods are also summed up in detail.Taking the navigation houses of Kunming New Airport as an example,the safety thickness of karst cave roof is estimated by general analysis methods.An experimental relationship among stability,cave span and roof thickness is suggested.
Keywords:karst cave roof  safety roof thickness  estimation  
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