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      MgO계 내화물이 함유된 팽창성 지반에서의 모형말뚝 거동 분석 = Behavior of Model Pile Embedded in Expansive Soil with Magnesia Oxide-Based Refractories

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      https://www.riss.kr/link?id=A108847496

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      This study explores the performance of pile foundations in highly expansive soil, incorporating magnesium oxide-based refractory materials. A controlled model chamber, housing a fixed pile, was utilized to induce ground expansion through fused magnesia (FM). The investigation focused on measuring the vertical displacement of FM-sand mixtures and the axial load on the pile in relation to depth and time. The study varied the amount of FM content (FMc) at 30%, 50%, and 70%. The upward movement exhibited an augmentation with increasing FMc, tapering off with depth as accumulation progressed toward the mixture surface. Compression and tensile forces were both evident along the pile for FMc at 30% and 50%, while only a tensile force was observed at an FMc of 70%. These results offer valuable insights for the analysis of pile behavior within FM-sand mixtures.
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      This study explores the performance of pile foundations in highly expansive soil, incorporating magnesium oxide-based refractory materials. A controlled model chamber, housing a fixed pile, was utilized to induce ground expansion through fused magnesi...

      This study explores the performance of pile foundations in highly expansive soil, incorporating magnesium oxide-based refractory materials. A controlled model chamber, housing a fixed pile, was utilized to induce ground expansion through fused magnesia (FM). The investigation focused on measuring the vertical displacement of FM-sand mixtures and the axial load on the pile in relation to depth and time. The study varied the amount of FM content (FMc) at 30%, 50%, and 70%. The upward movement exhibited an augmentation with increasing FMc, tapering off with depth as accumulation progressed toward the mixture surface. Compression and tensile forces were both evident along the pile for FMc at 30% and 50%, while only a tensile force was observed at an FMc of 70%. These results offer valuable insights for the analysis of pile behavior within FM-sand mixtures.

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      참고문헌 (Reference)

      1 예대호 ; 鈴木 輝之 ; 김영수, "지반의 동상력과 구조물의 피해대책" 한국지반공학회 23 (23): 43-51, 2007

      2 신세희 ; 이기철, "실내모형실험을 통한 지반 융기시 사질토 지반에 매설된 지반 변형 대응형 말뚝의 주면 마찰 저항 분석" 한국지반공학회 39 (39): 5-14, 2023

      3 진현우 ; 김인철 ; 은종완 ; 유병현 ; 이장근, "세립분 함유량에 따른 동상민감성 지수와 수리전도도의 상관관계 평가" 한국지반공학회 37 (37): 47-56, 2021

      4 Burland, J. B., "Underground car park at the House of Commons, London: geotechnical aspects" 1977

      5 Matabola, K. P., "The Influence of Hydrating Agents on the Hydration of Industrial Magnesium Oxide" 85 (85): 1569-1574, 2010

      6 Aphane, M. E., "The Hydration of Magnesium Oxide with Different Reactivities by Water and Magnesium Acetate" University of South Africa 2007

      7 Amaral, L., "Temperature and Common-ion Effect on Magnesium Oxide(MgO)Hydration" 36 (36): 1047-1054, 2010

      8 Yoon, B., "Swelling and Behavioral Transformation of Magnesia-sand Mixtures: Experimental Characterization of Physical Properties and Undrained Shear Strength”, Bulletin of Engineering Geology and the Environment, Vol.81, No." 81 (81): 46-, 2021

      9 Mokhtari, M., "Swell-shrink Behavior of Expansive Soils, Damage and Control" 17 : 2673-2682, 2012

      10 Lee, C., "Soft soil engineering" Routledge 345-350, 2017

      1 예대호 ; 鈴木 輝之 ; 김영수, "지반의 동상력과 구조물의 피해대책" 한국지반공학회 23 (23): 43-51, 2007

      2 신세희 ; 이기철, "실내모형실험을 통한 지반 융기시 사질토 지반에 매설된 지반 변형 대응형 말뚝의 주면 마찰 저항 분석" 한국지반공학회 39 (39): 5-14, 2023

      3 진현우 ; 김인철 ; 은종완 ; 유병현 ; 이장근, "세립분 함유량에 따른 동상민감성 지수와 수리전도도의 상관관계 평가" 한국지반공학회 37 (37): 47-56, 2021

      4 Burland, J. B., "Underground car park at the House of Commons, London: geotechnical aspects" 1977

      5 Matabola, K. P., "The Influence of Hydrating Agents on the Hydration of Industrial Magnesium Oxide" 85 (85): 1569-1574, 2010

      6 Aphane, M. E., "The Hydration of Magnesium Oxide with Different Reactivities by Water and Magnesium Acetate" University of South Africa 2007

      7 Amaral, L., "Temperature and Common-ion Effect on Magnesium Oxide(MgO)Hydration" 36 (36): 1047-1054, 2010

      8 Yoon, B., "Swelling and Behavioral Transformation of Magnesia-sand Mixtures: Experimental Characterization of Physical Properties and Undrained Shear Strength”, Bulletin of Engineering Geology and the Environment, Vol.81, No." 81 (81): 46-, 2021

      9 Mokhtari, M., "Swell-shrink Behavior of Expansive Soils, Damage and Control" 17 : 2673-2682, 2012

      10 Lee, C., "Soft soil engineering" Routledge 345-350, 2017

      11 Park, S., "Pore-scale Swelling Mechanism of Magnesium Oxide Granules during Hydration" 251 : 119101-, 2020

      12 Xiao, H. -b., "Pilesoil Interaction in Expansive Soil Foundation : Analytical Solution and Numerical Simulation" 11 (11): 159-166, 2011

      13 Liu, Y., "Influence of Lateral Swelling Pressure on the Geotechnical Infrastructure in Expansive Soils" 143 (143): 04017006-, 2017

      14 Chen, F. H., "Foundations on expansive soils" Elsevier 2012

      15 Nelson, J., "Expansive soils: problems and practice in foundation and pavement engineering" John Wiley &Sons 1997

      16 Dafalla, M., "Expansive Soil Foundation Practice in a Semiarid Region" 31 (31): 04017084-, 2017

      17 Holtz, W. G., "Engineering Properties of Expansive Clays" 121 (121): 641-663, 1956

      18 Charlie, W. A., "Construction on Expansive Soils in Sudan" 110 (110): 359-374, 1984

      19 Sridharan, A., "Classification Procedures for Expansive Soils" 143 (143): 235-240, 2000

      20 Amaral, L., "Chelants to Inhibit Magnesia(MgO)Hydration" 37 (37): 1537-1542, 2011

      21 Li, J., "Case Study and Back Analysis of a Residential Building Damaged by Expansive Soils" 56 : 89-99, 2014

      22 Fellenius, B., "Basics of foundation design" Lulu. com 2017

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