시간효과를 고려한 절개사면 화강토의 전단특성 연구 (The Characteristics of Shear for Decomposed Granite Soils on Cutting Slope Related to Time Effects)
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- 한국구조물진단유지관리공학회 논문집
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- 제5권1호
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- pp.206-217
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- 2001
- ${\phi}$)increases at a standard pressure. 3) And Nc=0~50 corresponds to
$27{\sim}50^{\circ}$ of internal fiction angle and to 12~49kPa of cohesion. That is to say, internal friction angle(${\phi}$ )corresponds better than cohesion(c). In conclusion, this study suggests that in simplified dynamic cone penetration test a penetration boundary line of 5 centimeters is decided at around Li=4%, CEC=3(meq/100g) which is classified as a completely weathering soil. It also appears that CEC increases as Li increases while Nc decreases.