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Variations of Lateral Bearing Capacity of 2-row Micropile with Installation Conditions by Model Test

모형시험을 통한 복열 마이크로파일의 설치조건에 따른 수평 지지력 변화

  • 황태현 ((주)아이원이앤씨 기술연구소) ;
  • 김무연 ((주)아이원이앤씨) ;
  • 이영생 (경기대학교 토목공학과)
  • Received : 2020.08.19
  • Accepted : 2020.10.28
  • Published : 2020.11.30

Abstract

The lateral bearing capacity of the micropile depends on the installed conditions such as number, installation angle and spacing of the pile. Existing research on micropile has been limited to the evaluation of vertical bearing characteristics and suggestion of effective installation methods, and there are few studies on failure mechanisms such as failure mode. And most of the studies on the lateral bearing capacity of micropile are also on the 1-row micropile. Therefore, in this study, a model test was performed to evaluate the behavior and lateral bearing characteristics of a 2-row micropile when the installed conditions such as the installation length, angle, and spacing of the pile were different. As a result of the model test, when the installation angle is θ > 0° (Not cross installation), the lateral bearing capacity of 2-row micropile depends on the spacing of the piles, and the installation angle θ = +30° was the most effective for increasing the bearing capacity. In addition, when the installation angle is θ < 0° (Overlap installation), it depends on the spacing and angle of the pile, and the condition of installation angle θ = -15° was found to be the most effective for increasing the bearing capacity.

마이크로파일의 수평 지지력은 파일의 본 수, 설치 각도와 간격 등 설치조건에 좌우된다. 마이크로파일에 관한 기존 연구는 연직 지지특성에 대한 평가와 효과적인 설치방법의 제안 등에 국한되어 있고, 파괴 모드와 같은 파괴 메커니즘 등에 대한 연구는 거의 없는 실정이다. 또한 대부분의 수평 지지력에 관한 연구도 단열 마이크로파일(1-row micropile)에 관한 것이다. 이에 본 연구에서는 파일의 설치 길이, 각도, 간격 등 설치조건을 달리한 경우 복열 마이크로 파일(2-row micropile)의 거동 및 지지특성을 평가하기 위하여 모형시험을 수행하였다. 모형시험결과, 설치 각도 θ > 0°인 경우(비교차 설치)의 복열 마이크로파일의 수평 지지력은 파일의 간격에 좌우되며, 설치 각도 θ = +30°인 조건이 지지력 증대에 가장 효과적이었다. 또한 설치 각도 θ < 0°인 경우(교차 설치)에는 파일의 간격과 각도에 좌우되며, 설치 각도 θ = -15°인 조건이 지지력 증대에 가장 효과적인 것으로 나타났다.

Keywords

References

  1. Bowles, J. E. (1996), "Foundation Analysis and Design", McGrawHill, New York, pp.313-319.
  2. FHWA (2005), "Micro-pile Design and Construction", Unite States Department of Transportation, No. FHWA NHI-05-039, December, pp.6-1-6-68.
  3. Han, J. T. and Jang, Y. E. (2016), "A Field Study on the Construct Ability and Performance Evaluation of Waveform Micropile", Journal of The Korean Geotechnical Society, Vol.32, No.10, pp.67-79. https://doi.org/10.7843/kgs.2016.32.10.67
  4. Hwang, G. C., Ahn, U. J., Lee, J. S., and Ha, I. S. (2018), "A Study on the Bearing Characteristics of No-grouted and End-compressed Micropile Adopting Wedge Horizontal Force", Journal of The Korean Geotechnical Society, Vol.34, No.3, pp.67-75. https://doi.org/10.7843/kgs.2018.34.3.67
  5. Hwang, T. H., Kim, J. H., and Kwon, O. Y. (2010), "The Effect of the Breath of Foundation and Rock Layer on the Installation Method of Micropile", Journal of The Korean Geotechnical Society, Vol.26, No.6, pp.29-38.
  6. Hwang, T. H., Mun, G. R., Sin, Y. S., and Kwon, O. Y. (2012), "Installation of Micro-piles Appropriate to Soil Conditions", Journal of The Korean Geotechnical Society, Vol.28, No.4, pp.55-65. https://doi.org/10.7843/kgs.2012.28.4.55
  7. Hwang, T. H., Kim, K. H., and Shin, J. H. (2017), "Effective Installation of Micropiles to Enhance Bearing Capacity of Micropiled Raft", Journal of Soils and Foundations, Vol.57, No.1, pp.36-49. https://doi.org/10.1016/j.sandf.2017.01.003
  8. Iai, S. (1989), "Similitude for Shaking Table Test on Soil-Structure Fluid in 1g Gravitational Field", Journal of Soils and Foundations, Vol.43, No.1, pp.105-118. https://doi.org/10.3208/sandf1972.29.105
  9. Iai, S., Tobita, T., and Nakahara, T. (2005), "Generalised Scaling Relations for Dynamic Centrifuge Tests", Geotechniq, Vol.55, No.5, pp.355-362. https://doi.org/10.1680/geot.2005.55.5.355
  10. KGS (2015), "Design Code and Explanation of Structure Foundation", Korean Geotechnical Society, pp.375-387.
  11. Kim, S. B., Son, S. W., and Kim, J. M. (2020), "Horizontal Behavior Characteristics of Umbrella Type Micropile Applied in Sandy Soil Subjected to Seismic Motion", Journal of the Korean Geo-Environmental Society, Vol.21, No.7, pp.5-16.
  12. Kyung, D. H., Kim, G. R., Kim, D. H., Shin, J. H., and Lee, J. H. (2013), "Compressive Behavior of Micropile According to Pile Spacing and Embedded Pile Angle in Sand", Journal of The Korean Geotechnical Society, Vol.29, No.12, pp.57-67. https://doi.org/10.7843/kgs.2013.29.12.57
  13. Lee, T. H. and Im, J. C. (2006), "An Experimental Study on the Reinforcement Effect of Installed Micropiles in the Surround of Footing on Dense Sand (in Korean)", Journal of The Korean Geotechnical Society, Korean Geotechnical Society, Vol.22, No.5, pp.69-81.
  14. Oh, J. B., Hwang, T. H., Huh, I. G., Shin, J. H., and Kwon, O. Y. (2015), "Horizontal Bearing Characteristics of Micropiles with the Length Ratio and Installation Angle of Pile", Journal of The Korean Geotechnical Society, Vol.31, No.6, pp.5-13. https://doi.org/10.7843/kgs.2015.31.6.5
  15. Tsukada, Y., Miura, K., Tsubokawa, Y., Otani, Y., and You, G. (2006), "Mechanism of Bearing Capacity of Spread Footings Reinforcing with Micro-piles", Journal of Soils and Foundations, Vol.46, No.3, pp.367-376. https://doi.org/10.3208/sandf.46.367