• Title/Summary/Keyword: 하상차수공법

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A Study for Field Application of Environmental-friendly Waterproof Method for Riverbed (친환경 하상차수공법 현장 적용성에 관한 연구)

  • Park, Minchul;Kim, Seonggoo;Kwak, Nokyung;Shin, Hyohee;Lee, Song
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.1
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    • pp.71-80
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    • 2011
  • In period of rapid economic development, as doing river conservation work by using harmful materials environmental pollution has adversely effected humans, animals and plants frequently. For recovery of environmental pollution it needs a lot of time and cost. Therefore, in this study, in order to take an environment-friendly method which is also economical and durable both results of the laboratory model test and field test were compared and analyzed. According to the results of the laboratory model test, those methods such as concrete paving, asphalt paving, bentonite mat, stabilized soil method and mixed soil method have small amount of seepage, but on the other hand compaction soil, grassland and permeable materials have considerable amount of seepage. The results of field test show a similar tendency with laboratory test and have been satisfied to assess standard of domestic water permeability below $1.0{\times}10^{-7}cm/sec$ and unconfined compressive strength is also than 1.0MPa so it has been satisfied about standard. In conclusion, as compaction rate increased, as unconfined compression strength increased and coefficient of permeability decreased.

Seepage Characteristics of Domestic Bed Sediments Mixed with Good-quality Soil as Levee Fill Material (양질토와 혼합처리된 국내 하상토의 제체재료로서의 침투특성)

  • Choi, Bong-Hyuck;Kim, Kyung-Min;Kim, Jin-Man;Lee, Dae-Yeong
    • Journal of the Korean Geotechnical Society
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    • v.24 no.10
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    • pp.105-111
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    • 2008
  • To improve the stability of levee structure, it is required to use good quality fill materials, intensive management, appropriate hydraulic structure and construction of cut-off wall. In particular, the most important factor of levee construction technology is to use bed sediment for its safety. In this study, seepage model test and numerical analysis were performed based on a standard section of levee recommended in the river design standard of korea (2005). The results of test and analysis show that most of the bed soil is a sand (SP in USCS), which does not satisfy the permeability criteria for levee materials ($< k=10^{-3}cm/sec$), thus for the safety of levee it is required to adopt a stabilizing method such as good quality soil mixing, water content control.