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= 0.000 kN/m = 4.550 m = 44.280 kN/m = 0.333 m = 15.876 kN/m = 0.600 m = 0.000 kN/m = 4.550 m 304.500 kN/m 44.280 kN/m 2.275 m 0.333 m 56.954 kN/m 15.876 kN/m 1.433 m 0.600 m 0.000 kN/m 0.000 kN/m 4.550 m 4.550 m 연직성분 PAV = 연직성분 PWV = 작용점 xAV = 작용점 xWV = 2. 주동토압 4. 수압 수평성분 PAH = 수평성분 PWH = 작용점 yAH = 작용점 yWH = ▣ 해석조건에 따라 고려되는 하중을 다음과 같이 정리할 수 있다. 1. 자중 3. 수동토압 자중 W = 수동토압 PPH = 작용점 xW = 작용점 yPH = PWH=PW*cosα 작용점 yWH (수직성분) PWV=PW*sinα 작용점 yWv 7. 수평 / 수직 하중 및 모멘트 6. 수압 계산 15.876 kN/m 따라서, 수압의 수평/수직성분 및 각각의 작용점은 다음과 같다. (수평성분) kN/m 여기서, 점착력 c가 고려되면, 아래 식 사용 따라서, 수동토압 및 작용점은 다음과 같다. 수동토압 PPH 작용점 yPH 수직성분 : PAV=PA*sinα 작용점 yAV (2) 수동토압 44.280 H K c h K P P P P 2 2 1 2 + = γ = = 2 2 1 h K P P P γ = = 2 2 1 h P W W γ

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