• Journal of the Korea Academia-Industrial cooperation Society
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• v.13 no.7
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• pp.3232-3236
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• 2012

Consolidation and remedies for slope stability were considered for the slope with additional embankment. Transferred stresses due to additional embankment were assessed by the derived formula based on elasticity theory. Available remedies for slope stability with additional embankment including JSP method, stone column method and EPS method were studied. Caution needed for using JSP method is high pressure which can result in heaving of adjacent soils. Shortages of used case and noise of construction of stone column method are also considered for the safe remedy for slope stability.

• Journal of Korean Society for Geospatial Information Science
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• v.13 no.2 s.32
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• pp.45-50
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• 2005

Recently, slope failures are disastrous when they occur in mountainous area adjoining highways. The accidents associated with Slope failures have increased due to rapid urbanization of mountainous area. Therefore, the inspection of slope is conducted to maintain road safety as well as road function. In this study, we apply to the remedy which is comparing existent description to advanced technology using GIS. we utilize a 3D scanner, one of the advanced method, to generate precise and complete road slope model from expert point of view. In result, we are transferred practical data from external slope stability to hazard slope information. We suggest not only the database but also the method of road risk evaluation based on GIS.