Journal of The Korean Society of Agricultural Engineers (한국농공학회논문집)

The Korean Society of Agricultural Engineers (한국농공학회)
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Characteristic of Vertical Stress in Sandy Soil according to Loading Types

재하방법에 따른 사질토 지반의 연직응력 특성

  • 남효석 (경북대학교 농업토목공학과) ;
  • 이상호 (경북대학교 농업토목공학과) ;
  • 권무남 (경북대학교 농업토목공학과)
  • Published : 2009.11.30
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Abstract

This study was carried out to evaluate the vertical stress properties in sandy soil according to changes of loading type in soil bin compacted three layers. The following conclusions and comparisons have been made based on careful analysis from theoretical and experimental methods. : When sandy soil subjected to cycle-loading, compression of foundation and diffusion of vertical stress increment(${\Delta}{\sigma}_2$) were influenced by magnitude of loading plate. When sandy soil subjected to reloading after removing of pre-loading, the distribution of ${\Delta}{\sigma}_2$ depth at one time of loading plate width was different from its distribution at more deep point cause of load hysteresis, so in case of design of structure, the effect of ${\Delta}{\sigma}_2$ as depth must be considered. The increment of vertical stress will be different as loading condition and foundation depth, the loading condition must be considered in case of structure design.

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References

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Cited by

  1. Characteristics of Vertical Stress Distribution in Sandy Soil According to the Relative Compaction and Composition of the Soil Layer vol.52, pp.2, 2010, https://doi.org/10.5389/KSAE.2010.52.2.043