강우시 불포화 토사사면의 간극수압 변화 특성 = Characteristics of Pore water pressure change of Unsaturated Soil slopes during Rainfall

다국어 초록 (Multilingual Abstract)

This study manufactured model slope in soil. When it is rainfall. It experimented weathered granite soil to be distributed in korea mostly as dividing into two soil sample SP, SM, Moreover, inclination of slope(1:1~1:2) and rainfall strength (50~150mm/hr) divided into five step and it observed seepage behavior of slope according to inclination of slope and rainfall strength. It has manufactured six pore water pressure cells in the lower end of model soil box for measuring pore water pressure to be most important factor of slope failure and analyzed change of pore water pressure according to location of slope when rainfall is continued. Change of saturation depth according to experiment condition is measured through the whole soil box by eyes. In result, in case of being in different rainfall strength in sample inclination. The higher rainfall strength rises, The faster seepage of rain progresses. If angle become gentle from 1:1 to 1:2, The seepage velocity increase, too. If compared theoretical number to calculate by ◁수식 삽입▷ (원문을 참조하세요), that Lumb propose with seepage depth to be measured through indoor model test.
As a result, Seepage velocity to measure actually is faster than seepage velocity by formula for Lumb to propose If angle become steep, If shows a tendency for pore water pressure to increase in slope angle from 1:22 to 1:1.5. But in angle from 1:1.5 to 1:1, If angle become steep, It shows a tendency for pore water pressure to decrease gradually as standardizing slope angle 1:1.5, According to rainfall strength increases from 50mm/hr to 150mm/hr. Pore water pressure increases in proportion to rainfall strength.es with the much increase of the pore water pressure.