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Analysis of the Performance of Sand Cushions Reinforced with Horizontal Geosynthetic Elements
Soil Mechanics and Foundation Engineering ( IF 0.8 ) Pub Date : 2020-02-24 , DOI: 10.1007/s11204-020-09617-8 A. B. Ponomarev , D. A. Tat′yannikov
中文翻译:
水平土工合成材料增强砂垫层性能分析
更新日期:2020-02-24
Soil Mechanics and Foundation Engineering ( IF 0.8 ) Pub Date : 2020-02-24 , DOI: 10.1007/s11204-020-09617-8 A. B. Ponomarev , D. A. Tat′yannikov
The problem of improving foundation bases in strongly deformable and structurally unstable soils is examined. A design is proposed for a sand cushion reinforced with horizontal geosynthetic elements. The results of the operation of the proposed structure with basal soil as well as approaches to determining the maximum resistance force and the deformation of a base improved by such a structure are presented.
中文翻译:
水平土工合成材料增强砂垫层性能分析
研究了在强烈变形和结构不稳定的土壤中改善基础的问题。提出了一种用水平土工合成材料增强的沙垫的设计。提出了所提出的结构与基础土壤的操作结果,以及确定这种结构所改善的最大阻力和基底变形的方法。