초록

AI-Helper

우리나라에서는 최근에 고도의 경제성장(經濟成長)으로 인(因)한 국토개발사업(國土開發事業)이 전국토(全國士)에서 시행(施行)되고 있다. 특(特)히 경부고속도로(京釜高速道路)를 비롯한 각종(各種) 고속도로(高速道路)의 건설(建設)과 산업기지(産業基地) 및 택지(宅地) 공장부지(工場敷地)의 조성공사(造成工事) 등으로 자연(自然)비탈면이 많이 파괴(破壞) 훼손(毁損)되었으므로 이를 복구(復舊) 녹화(綠化)하기 위한 녹화공법(綠化工法)으로서 주로 식생공법(植生工法)이 채용되고 있으나 절토(切土)나 성토공사(盛土工事)로 인하여 인위적(人爲的)으로 만들어진 인공(人工) 비탈면의 안정에 미치는 식생(植生)의 영향에 관한 문제가 아직 종합적으로 보고(報告)된 바 있다. 그러므로 본(本) 연구(硏究)에서는 우선 비탈면의 피해형태(被害形態)를 분석(分析)하고, 식생(植生)이 비탈면의 물 수지(收支)에 미치는 영향을 분석(分析)하였으며, 또 식생(植生)이 표면침식방지(表面浸蝕防止) 및 표층붕괴(表層崩壞)에 미치는 영향을 분석(分析)하였다.

Abstract ▼ AI-Helper

As the development of national lands increase, the necessity to develop less favorable terrain also increases. It also becomes more difficult and complicated to provide access that is both economical and safe from contributing to soil erosion on roadsides and to londscape damages. Because of the inc...

As the development of national lands increase, the necessity to develop less favorable terrain also increases. It also becomes more difficult and complicated to provide access that is both economical and safe from contributing to soil erosion on roadsides and to londscape damages. Because of the increased and justified emphasis upon environmental degradation, proper stabilization of the cut-and bank slopes of roadsides, plant sites and building sites in Korea requires careful planning as well as execution of the constructions. All fill slopes should be compacted to a degree consistent with design standards and material properties. Drainage facilities should be provided to prevent damaging concentrations of surface runoff and to avoid high pore pressures in cuts and fills. All surfaces of cut-fill slopes should be revegetated with suitable species as soon as possible after construction. To stabilize the cut-fill slopes of highway roadsides should be considerded the factor of stabilization as well as landscape conservation especially. Such basic influences as the effects of vegetations on water balance of rain fall, on the control of surface erosion and on the surface slope failures are briefly discussed in the report.