• Title/Summary/Keyword: Chemical grouting

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A Fundamental Study on the Application of Water Souuble Pouch for Ground Reinforcement (지반보강용 수용성파우치(PVP)의 활용을 위한 기초적 연구)

  • Jung, Dongho;Kim, Kiho;Kim, Joo-Hyun;Han, Jung-Geun
    • Journal of the Korean Geosynthetics Society
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    • v.16 no.2
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    • pp.121-129
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    • 2017
  • There have been a number of water and sewer pipe breakdown reports followed by ground subsidence. Also, the excavating works for construction due to overcrowding of city have been common. Particularly, in urban areas ground becomes unstable because of the lowered lifeline sinkage followed excavation and backfilling. In order to solve the problem, some reinforcement works for ground by rod tamping or grouting have been applied. However, it is hard to predict when the buried utilities in underground will be damaged. Also, there is a limit for the underground exploration and investigation methods. Therefore, in this study, the estimated about the water soluble polymer pouch including poor mixed admixture which is designed to eliminate the dangerous factors. The reinforcement strength of this method was confirmed by verifying three points: meltiness in a certain period, water solubility in the ground water level, and characteristics of the pouch, which can be stored in daily conditions. It is also proved that this method allows to keep the ground from getting weakened in the installation of water and sewer pipe along with back filling materials.

Hydrogeochemistry and Occurrences of Natural Radionuclides Uranium and Radon in Groundwater of Wonju Area (원주지역 지하수의 자연방사성물질 우라늄과 라돈의 산출 특성과 수리지화학)

  • Lee, Byeongdae;Cho, Byung Uk;Moon, Hee Sun;Hwang, Jae Hong
    • The Journal of Engineering Geology
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    • v.29 no.4
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    • pp.495-508
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    • 2019
  • We measured the concentrations of natural radionuclides (uranium and radon) and major elements in groundwater collected from forty wells located in Wonju area to investigate the hydrochemistry and the occurrence of these radionuclides. The range of electrical conductivity (EC) value in the study area was 73~400 μS/cm. In addition to the increase of EC value, the content of cations and anions also tends to increase. Uranium concentrations ranged from 0.06~50.5 ㎍/L (median value, 1.55 ㎍/L) and radon concentrations ranged from 67~8,410 pCi/L (median value, 1,915 pCi/L). Uranium concentrations in 3 well, 7.5% of the samples, exceeded 30 ㎍/L, the maximum contaminant level (MCL) proposed by the US Environmental Protection Agency (EPA), based on the chemical toxicity of uranium. Radon concentrations in 9 wells, 22.5% of the samples, and 1 well, 2.2% of the samples, exceeded 4,000 pCi/L (AMCL of the US EPA) and 8,100 pCi/L (Finland's guideline level), respectively. Concentrations of uranium and radon related to geology of the study area showd the highest values in groundwater of the biotite granite area. Uranium and radon contents in the groundwater are comparatively low compared to those in other countries with similar geological settings. It is likely that the measured value was lower than the actual content due to the inflow of shallow groundwater by the lack of casing and grouting.

Performance of Railway Roadbed Reinforced by Acrylate in Laboratory Experiment (실내실험을 통한 아크릴레이트의 철도노반 보강 성능)

  • Yoon, Hwan-Hee;Son, Min;Kim, Jin-Hwan;Kim, Dong-Hyun;Kim, Byung-Hyun;Jung, Hyuk-Sang
    • Journal of the Korean Geosynthetics Society
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    • v.20 no.1
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    • pp.9-19
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    • 2021
  • This paper deals with the reinforcement performance of acrylate for reinforcing the settled railway roadbed. Concrete tracks have the advantage of reducing track maintenance costs and high resistance to track destruction. However, roadbed settlement is occurring in some construction sections, and the safety of railways is a serious concern because of difficulties in maintenance. Currently, maintenance through the track restoration method is being carried out in Korea as a way of roadbed settlement in concrete tracks, but continuous re-settlement can occur because the roadbed itself cannot be reinforced, and there are very few cases of reinforcement of railway roadbeds and field application. So the development of reinforcement materials and construction methods to reinforce railway roadbeds is required. Therefore, in this paper, acrylate was selected as reinforcement material for railway roadbed, and the reinforcement performance of acrylate was analyzed through experiment. As a result, it was analyzed that the acrylate can penetrate into a permeability coefficient of 1×10-4 cm/sec, and secure uniaxial compression strength of 0.5 MPa/30min or more and stiffness of 80 MPa or more.