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三峡机场填土次固结反分析与弹性地基上板分析
引用本文:李宗华.三峡机场填土次固结反分析与弹性地基上板分析[J].三峡大学学报(自然科学版),1997(2).
作者姓名:李宗华
作者单位:武汉水利电力大学(宜昌)建筑工程系!443002
摘    要:根据粘性土次固结理论,对三峡机场跑道主要填土段的变形进行了反分析,结果得到机场填土的次固结指数、最终沉降量和到指定时间的固结度等数据。尚根据弹性地基上极理论,对飞机荷载对地基和混凝土面板的变形和破坏的影响进行了数值分析,其成果直接为填土段道场面混凝土施工提供了依据。

关 键 词:机场  填土次固结  反分析  弹性地基上板

The Subconsolidated Inverse Analysis of the Filled Ground and the Theory of Plate on the Elastic Foundations to the Sanxia Airfield
Li Zonghua.The Subconsolidated Inverse Analysis of the Filled Ground and the Theory of Plate on the Elastic Foundations to the Sanxia Airfield[J].Journal of China Three Gorges University(Natural Sciences),1997(2).
Authors:Li Zonghua
Institution:Dept. of Architectural Engineering
Abstract:In accordance whith the theory of subconsolidation on clay, the inverse analysis on the index of subconsolidation to the compacted fill of the Sanxia airfield was done. And that the aircraft load effect to the deformation of foundations was calculated, with the numerical analysis according to the theory of plate on the elastic foundations.
Keywords:airfield  compacted fill  inverse analysis  plate on the elastic foundations  
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