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Simulation of 'foundation - A vertical oil storage tank' system by Gibbs-Roseboom method

机译:Gibbs-rosidboom方法模拟“基础 - 立式储油罐”系统

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The development of modern tank farms for oil storage in the Far North requires taking into account both climatic features of the Arctic region and local geotechnical conditions. Obviously, the possibility to provide tank stability, its trouble-free operation during the service life is significantly determined by a correctly selected foundation design and its construction technology. However, the existing calculation methods of tank foundations do not take into account a specific character of bedding in local geological formations used for a foundation construction. Models of 《Foundation - a vertical oil storage tank》 system, based on Gibbs- Roseboom method, allowing us to predict characteristics of physical and mechanical properties of dispersed noncohesive soils are developed to solve this problem. Proposed models describe the influence of three independent factors such as the effect of dispersed noncohesive soil fractions on characteristics of its physical and mechanical properties. Based on laboratory studies the possibility to use the proposed models for characteristics calculation of the foundation depending on its fractional composition is analyzed. A relative error of calculation for foundation characteristics values made by means of the developed models does not exceed 13.6 % for physical properties, and 2.6 % for mechanical properties. The proposed models with a sufficient precision for practical purposes allow us to search and calculate the necessary soil composition with required construction properties for the foundation construction of a vertical steel tank taking into consideration both design features of the tank and specific character of bedding in local geological formations.
机译:现代油库的储油在远北地区的发展需要考虑到北极地区和当地的地质条件,这两个气候特征。显然,提供槽稳定性的可能性,在使用寿命期间,其无故障运行是显著通过正确选择基础设计及施工工艺决定的。然而,罐基础的现行计算方法没有考虑到床上用品的特定字符用于基础施工当地的地质构造。 “基金会 - 垂直油储罐”的模型基于Gibbs- Roseboom方法,使我们能够预测的分散的无粘结土壤的物理和机械性能特性的系统,被开发来解决这个问题。提出的模型描述诸如分散土壤无黏性的级分在其物理和机械性能的特性的影响的三个独立的因素的影响。实验室研究使用所提出的模型,根据其分数组成的基础特性计算的可能性进行了分析。计算由所述开发的模型的装置由基础特性的值的相对误差不超过其物理性能为13.6%,而对于机械性能2.6%。提出的模型有足够的精度出于实用的目的使我们能够搜索和与的垂直钢罐考虑到基础施工当地的地质床上用品的坦克和特定字符的两个设计特点所需的建筑性能计算所需的土壤成分编队。

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