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      KCI등재 SCIE SCOPUS

      Experimental Study on Dynamic Water Grouting of Modified Water-Soluble Polyurethane

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      https://www.riss.kr/link?id=A106333824

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      다국어 초록 (Multilingual Abstract)

      In underground project, water inrush disaster often occurs, resulting in a large number of casualties and economic losses. To solve these problems, grouting is one of the main techniques for controlling water inrush. At present, the research results o...

      In underground project, water inrush disaster often occurs, resulting in a large number of casualties and economic losses. To solve these problems, grouting is one of the main techniques for controlling water inrush. At present, the research results on the treatment of water inrush by grouting are based on anhydrous or hydrostatic grouting. However, the study of dynamic water grouting is relatively few and the grouting materials are a little bit. In this paper, water-soluble polyurethane was selected as grouting material, modified by adding hydroxypropyl methyl cellulose, and the bond strength and microstructure change before and after modification are studied via bond strength experiment and microscopic observation. In addition, the WPU (water-soluble polyurethane) diffusion regularity of dynamic water grouting is studied by indoor flat grouting test. The research also adopts the Bingham fluid model according to the slurry characteristics to derive the grouting diffusion radius. The results show that the compactness of HPMC (hydroxypropyl methyl cellulose)-WPU is improved, the heterogeneity is reduced by 50.4%, and the bonding strength is increased by 153%. Therefore, the anti-scour ability of the HPMC-WPU is enhanced. The deviation of the WPU in the X-axis diffusion radius is 7.7 cm, and the HPMC-WPU is 4.39 cm. What’s more, the formula of grouting diffusion radius is derived. By comparing the formula with experiment results, the deviation is less than 15%, therefore, the formula has the significance of guiding engineering practice.

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      참고문헌 (Reference)

      1 In-Woo Cheong, "Water-Soluble Polyurethane Resins as Emulsifiers in the Emulsion Polymerization of Styrene: The Effect of the Neutralization Degree of the Resin" Wiley 202 (202): 1710-1716, 2001

      2 In-Woo Cheong, "Water-Soluble Polyurethane Resins as Emulsifiers in Emulsion Polymerization of Styrene: Nucleation and Particle Growth" Wiley 202 (202): 2454-2460, 2001

      3 Wang Qing-biao, "The rheological test and application research of glass fiber cement slurry based on plugging mechanism of dynamic water grouting" Elsevier BV 189 : 119-130, 2018

      4 Wenfeng Zhou, "The Analysis and Control of Inrush and Mud Gushing in the Broken Rock Tunnel Under high Water Pressure" Elsevier BV 165 : 259-264, 2016

      5 Veneta Doseva, "Synthesis and properties of water soluble polyurethanes based on poly(ethylene glycol)" Wiley 91 (91): 3651-3658, 2004

      6 Dou, J. L., "Researching on a new grouting material and its engineering application" 1088 : 544-548, 2015

      7 Eid A. Ismail, "Preparation of water‐soluble polyurethane surfactants" Wiley 68 (68): 1531-1536, 1998

      8 Tsuji, M., "Post-grouting experiences for reducing groundwater inflow at 500 m depth of the mizunami underground research laboratory" 543-550, 2017

      9 M Saric-Coric, "Performance characteristics of cement grouts made with various combinations of high-range water reducer and cellulose-based viscosity modifier" Elsevier BV 33 (33): 1999-2008, 2003

      10 Ya Wei, "Microstructure and Fatigue Performance of Polyurethane Grout Materials under Compression" American Society of Civil Engineers (ASCE) 29 (29): 04017101-, 2017

      1 In-Woo Cheong, "Water-Soluble Polyurethane Resins as Emulsifiers in the Emulsion Polymerization of Styrene: The Effect of the Neutralization Degree of the Resin" Wiley 202 (202): 1710-1716, 2001

      2 In-Woo Cheong, "Water-Soluble Polyurethane Resins as Emulsifiers in Emulsion Polymerization of Styrene: Nucleation and Particle Growth" Wiley 202 (202): 2454-2460, 2001

      3 Wang Qing-biao, "The rheological test and application research of glass fiber cement slurry based on plugging mechanism of dynamic water grouting" Elsevier BV 189 : 119-130, 2018

      4 Wenfeng Zhou, "The Analysis and Control of Inrush and Mud Gushing in the Broken Rock Tunnel Under high Water Pressure" Elsevier BV 165 : 259-264, 2016

      5 Veneta Doseva, "Synthesis and properties of water soluble polyurethanes based on poly(ethylene glycol)" Wiley 91 (91): 3651-3658, 2004

      6 Dou, J. L., "Researching on a new grouting material and its engineering application" 1088 : 544-548, 2015

      7 Eid A. Ismail, "Preparation of water‐soluble polyurethane surfactants" Wiley 68 (68): 1531-1536, 1998

      8 Tsuji, M., "Post-grouting experiences for reducing groundwater inflow at 500 m depth of the mizunami underground research laboratory" 543-550, 2017

      9 M Saric-Coric, "Performance characteristics of cement grouts made with various combinations of high-range water reducer and cellulose-based viscosity modifier" Elsevier BV 33 (33): 1999-2008, 2003

      10 Ya Wei, "Microstructure and Fatigue Performance of Polyurethane Grout Materials under Compression" American Society of Civil Engineers (ASCE) 29 (29): 04017101-, 2017

      11 Yang, R., "Experimental research on new chemical grouting material to reinforce broken coal" Anhui University of Science and Technology 2013

      12 A Yahia, "Experiment design to evaluate interaction of high-range water-reducer and antiwashout admixture in high-performance cement grout" Elsevier BV 31 (31): 749-757, 2001

      13 Wang, J., "Experiment and application research on alkali-activated geopolymer two-component grouting material" 34 : 4188-4425, 2015

      14 Liu, R. T., "Experiment and application research on a new type of dynamic water grouting material" 30 (30): 247-265, 2011

      15 Paloma Pineda, "Environmental and structural analysis of cement-based vs. natural material-based grouting mortars. Results from the assessment of strengthening works" Elsevier BV 138 : 528-547, 2017

      16 Verdejo, R., "Enhanced acoustic damping in flexible polyurethane foams filled with carbon nanotubes" 69 (69): 1564-1569, 2009

      17 Zhang, Q., "Effects of different catalysts on the structure and properties of polyurethane/water glass grouting materials" 135 (135): 46460-, 2018

      18 Baoguo Ma, "Effect of hydroxypropyl-methyl cellulose ether on rheology of cement paste plasticized by polycarboxylate superplasticizer" Elsevier BV 160 : 341-350, 2018

      19 Qiucheng Zhang, "Directional Drainage Grouting Technology of Coal Mine Water Damage Treatment" Elsevier BV 26 : 264-270, 2011

      20 Byeong-Deok Song, "Determining the engineering characteristics of the Hi-FA series of grout materials in an underwater condition" Elsevier BV 144 : 74-85, 2017

      21 Chuan-Li Qin, "Damping properties and morphology of polyurethane/vinyl ester resin interpenetrating polymer network" Elsevier BV 85 (85): 402-409, 2004

      22 Yan Hu, "Construction and evaluation of the hydroxypropyl methyl cellulose-sodium alginate composite hydrogel system for sustained drug release" Springer Science and Business Media LLC 25 (25): 2-12, 2018

      23 Mingsheng Shi, "Compressive strength of polymer grouting material at different temperatures" Springer Science and Business Media LLC 25 (25): 962-965, 2010

      24 Hamza Güllü, "A new prediction method for the rheological behavior of grout with bottom ash for jet grouting columns" Elsevier BV 57 (57): 384-396, 2017

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      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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