非沉入式无底圆筒结构基底应力及抗倾稳定性研究
Study on Base Stress and Resistance to Overturnng of Open Cylindrical Non-buried Structures
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摘要: 本文通过实验分析了置于可压缩地基上无底圆筒结构在倾覆过程中内填料摩擦力的调整机理,提出了结构基底应力及抗倾稳定性计算方法。Abstract: The frictional adjustment mechanisms of filled materlals during overturning of open cylindrical structureson compressible foundation were analysed. The calculation methods of base stress and resistance to overturning ofthese structure are proposed in this paper.