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An Experimental Study for Soil Pressure Increment Ratios according to Strip Load in Sandy Soil

사질토 지반의 띠하중 재하에 따른 지중응력증가비의 실험적 고찰

  • 봉태호 (서울대학교 생태조경.지역시스템공학부 대학원) ;
  • 김성필 (한국농촌공사 농어촌연구원) ;
  • 허준 (한국농촌공사 농어촌연구원) ;
  • 손영환 (서울대학교 조경.지역시스템공학과, 서울대학교 농업생명과학연구원)
  • Received : 2011.04.26
  • Accepted : 2011.06.10
  • Published : 2011.07.31

Abstract

Soil stress distribution under loading is one of the important problems in civil engineering. Many models have been proposed to interpret the stress distribution in soil and most models assume that the soil is homogeneous and isotropic. Therefore, the actual stress distribution may be different. In addition, With the increase of the top load, soil stress does not increase linearly. In this study, vertical stress changes in sandy soil according to top load increase were measured through experiments. Experimental results, vertical soil stress due to top load increase showed an initial nonlinear behavior and when the load increases to some extent, vertical soil stress showed a linear behavior. ${\alpha}$ value obtained by existing theories always 1.00. But, ${\alpha}$ value by experiment was observed from 0.91 to 1.22 and ${\alpha}$ value was increased with increasing distance from the loading plate.

Keywords

References

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Cited by

  1. The Coefficients of Variation Characteristic of Stress Distribution in Silty Sand by Probabilistic Load vol.54, pp.6, 2012, https://doi.org/10.5389/KSAE.2012.54.6.077