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Problems of building and designing on semi-rocky soils

机译:在半岩石土壤上进行建筑和设计的问题

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Building and designing on semi-rocky soils is problematic for many countries in the world. In particular, in Russia the problems of building on semi-rocky soils are not given clearly enough in national construction norms and standards. There is a neccssity to analyse strength and deformation properties of semi-rocky soils, to work out the theory of interaction between a deep basc and semi-rocky soils, and to develop a mathematical model of "deep base - semi-rocky ground" interaction. In that paper some results of static load soil test are presented. The possibility of the use of lower Permian soils as the end-bearing pile base within the bounds of a particular case was confirmed.
机译:对于世界上许多国家而言,在半岩石土壤上进行建筑和设计都是有问题的。尤其是在俄罗斯,在国家建筑规范和标准中并未足够清楚地说明在半岩石土壤上建筑的问题。有必要分析半岩石土壤的强度和变形特性,研究深层基础与半岩石土壤相互作用的理论,并建立“深基-半岩石地面”相互作用的数学模型。 。在那篇论文中,提出了一些静载荷土壤测试的结果。证实了在特定案例范围内使用较低的二叠纪土壤作为承重桩基的可能性。

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