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土工织物加筋垫层处理油罐软基的双参数分析 被引量:5

DualCoefficient Method of Analysis Applied toGeotextileReinforced Foundation of Oil Tank on Soft Clay
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摘要 结合大型油罐工程,本文提出一种理论解配合参数调整的近似分析方法,对土工织物垫层处理油罐地基的变形特性进行理论分析,探讨其对油罐的影响,并分析土工织物加筋垫层的变形和应力,可供设计应用,具有一定实用价值。 n approximate method of big oil tank foundation is worked out by readjusting two coefficient. The effect of geotextilereinforced layer for oil tank is discussed in this paper. The stress and strain of geotextile can be calculated, so it is a help for design and has pactical value.
作者 魏新江
机构地区 浙江大学土木系
出处 《应用力学学报》 CAS CSCD 北大核心 1998年第2期136-139,共4页 Chinese Journal of Applied Mechanics
关键词 油罐 土工织物 双参数 垫层 软土地基 oil tank, geotextile, dualcoefficient analysis.
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参考文献2

  • 1王铁儒,第三届全国地基处理学术讨论会,1992年
  • 2Selvadurai P S,土与基础相互作用的弹性分析,1977年

同被引文献33

  • 1施有志.利用加筋垫层和粉喷桩联合处理软土地基[J].四川建筑,2004,24(6):47-49. 被引量:4
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  • 3YANG Z. Strength and deformation characteristic of reinforced sand [ D]. Los Angeles, Calif: University of California, 1972.
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  • 8LEFEUVE-MESGOUEZ G, PEPLOW A, LE HOUEDEC D. Surface vibratioin due to a sequence of high speed moving harmonic rectangular loads [ J ]. Soil dynamic and Earthquake Engineering, 2002, 22(6): 459 - 473.
  • 9CHEN T C, CHEN R H, LIN S S. A homogenized transversely isopropic model for cyclic behaviors of reinforced soil[J].Journal of the Chinese Institute of Engineers, 2000,23 (1) :31 -40.
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