2012
DOI: 10.7843/kgs.2012.28.10.41
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Improvement of Shallow Soil Using Electric Heating Equipment

Abstract: This paper is to develop the method of surface soil improvement by electric heating equipment. For this purpose, the electric heating systems were invented to apply to the in-situ soil. Iaboratory tests were done to study the behaviors of sea clays by eletric heating. In lab tests, two different heating temperatures, 70℃ and 110℃, were applied to the saturated clays to examine the relationship between evaporation and compaction. In addition, trafficability was analyzed to the heated by applying cone penetromet… Show more

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Cited by 4 publications
(9 citation statements)
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“…In both methods, marine clays such as tidal flats have a very small permeability, so that excess pore water pressure is generated by the preloading of embankment, and it is drained by the vertical drainage of sand. However, because this method requires a large amount of sand, deforestation and land degradation are serious [1]. Furthermore, because the permeability of the clay is very small, the consolidation of clay takes about five to 10 years to complete [2].…”
Section: Introductionmentioning
confidence: 99%
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“…In both methods, marine clays such as tidal flats have a very small permeability, so that excess pore water pressure is generated by the preloading of embankment, and it is drained by the vertical drainage of sand. However, because this method requires a large amount of sand, deforestation and land degradation are serious [1]. Furthermore, because the permeability of the clay is very small, the consolidation of clay takes about five to 10 years to complete [2].…”
Section: Introductionmentioning
confidence: 99%
“…In recent years, Park, Im, Shin and Han [1] proposed a ground-heating method in which fossil fuel use was improved with the electric heating pipe. The electric heating pipe converts the electric energy into thermal energy by the electric-resistance method, and is applied to the improvement of the strength of the soft ground.…”
Section: Introductionmentioning
confidence: 99%
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“…Excess pore water pressure is generated by the preloading of the embankment in cases of low permeability soils. The pore water excess is drained by vertical prefabricated drains [2,[15][16][17]. However, permeability soils.…”
Section: Introductionmentioning
confidence: 99%
“…However, permeability soils. The pore water excess is drained by vertical prefabricated drains [2,[15][16][17]. However, due to large settlements and/or filter clogging, the vertical prefabricated drain is blocked and excess pore water is not drained [18,19].…”
Section: Introductionmentioning
confidence: 99%