• Title/Summary/Keyword: SGR(Space Grouting Rocket System)

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Evaluation of Engineering Properties in Synthetic Polymer-Silica Sol Grout (합성폴리머 실라카졸 그라우트의 공학적 특성 평가)

  • Jang, Seong-Min;Jung, Hyuk-Sang;Kim, Jeong-Han;Min, Byung-Chan;Lee, Byeong-Seok
    • Journal of the Korean Geosynthetics Society
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    • v.21 no.3
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    • pp.29-39
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    • 2022
  • The engineering characteristics of synthetic polymer-silica sol, which has the effect of reducing leakage, was evaluate and compared with typical grouting material, the water glass-based SGR injection material in this study. The result of the laboratory tests on strength and durability about the synthetic polymer-silica sol showed more than twice as high as LW-based injection materials in uniaxial compressive strength, significantly lower values in shrinkage rate and permeability. The result of pH was less than 8.5 (the drinking water quality standard). As a result of the leaching test, the Na2O elution amount of the synthetic polymer-silica sol was measured to be 3 to 4 times smaller than that of the water glass grout. These results be assumed that the synthetic polymer-silica sol has better durability and permeability than those of the typical water glass-based grout.

Strength Characteristics of Geo-polymer Grout (지오폴리머계 그라우트재의 강도 특성)

  • Lee, Jonghwi;Kim, Seonju;Cha, Kyungsub;Kim, Sunkon;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.4
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    • pp.53-59
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    • 2012
  • In this study, strength and durability of a geo-polymer grout material(HIT) was investigated through unconfined compression strength tests(UCS)), scanning electron microscope(SEM), elution tests, and surface observations. UCS tests showed high initial strength and rapid continuous strength increments when compared to labile wasser glass(LW) and space grouting rocket system (SGR) grout materials, which showed strength reduction after 28 days. The higher strength was also reflected in SEM results which showed calcium silicate hydroxide(C-S-H) gels of the dense hydrate range, indicating higher strength and durability. Additionally, elution tests and grout surface observations showed HIT was in good condition and the decrease in weight was minor when under water for six months. LW and SGR showed the grout surface to be constricted and lower durability due to higher weight increase. These results and observations show HIT to be better suited for coastal structural applications than LW and SGR in long terms of strength and durability.