• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.253-258
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• 2002

In this study the confining pressure dependancy of internal friction angle of rock materials are discussed based on the results of a series of large triaxial tests under consolidated-drained condition. The rock materials tested are two kinds of grain-size distribution ;one is well graded, the other poorly graded(a uniform distribution). The obtained results shows that the internal friction angle of rock materials decreases more sharply in low stress level than in high stress level, and the test constants A and b in De Mello's failure criterion on rockfill materials are A =0.683∼l.584, b=0.712∼l.015 for the well graded and A=1.145∼l.523, b=0.788∼0.880 for the poorly graded.

• 한국환경복원기술학회지
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• 제7권2호
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• pp.46-51
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• 2004

In this paper, reinforcement of soil shear strength by bamboo(substitute materials simulating a root system) are evaluated by soil strength parameters(apparent cohesion(c) and internal friction angle(tan${\Phi}$)), using simple shear tester which clearly depicts shear deformation and controls soil suction. The results show that the internal friction angle does not change under various soil suction conditions but the apparent cohesion, which reach a peak in suction of 45cm$H_2O$ near critical capillary head, is effected by soil suction. And the reinforcement of soil strength by bamboo are expressed by apparent cohesion more than internal friction angle. In addition the increment of apparent cohesion by bamboo reached a peak in suction 45cm$H_2O$ too.

• 대한기계학회논문집
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• 제12권2호
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• pp.252-261
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• 1988

본 연구에서는 강의 2차원 적삭실험을 행하고 칩의 두께측정으로부터 구한 전단각 해에 의한 전단각 값의 비교를 통하여 이들 전단각 해의 한계성을 고찰하였으며,Zorev에 의한 제한된 전단과정과 마찰과정의 상호 의존성에 입각한 정역학적인 평형조건 과 공구경사면에 작용하는 응력분포의 가정하에서 전단각.PHI.의 새로운 해를 유도하고 이의 실현성을 검토하였다.

• 한국농공학회지
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• 제23권3호
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• pp.96-104
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• 1981

In order to investigate the characteristics of the shear strength of the unsaturated cohesive soils which has mean characters of sand and clay widely used for banking, I selected soil samples from An-sung district and, against it, performed direct shear test and unconfined compression test changing grain size, compaction energy and moisture content and also performed triaxial compression test under optimum moisture content. The results are as follows; 1.As the passing percent of the No. 200 sieve increased from 23.6% to 56.1%, cohesion increased from 0. 202kg/cm2 to 0. 398kg/cm2 under the direct shear test and from 0.38 kg/cm2 to 1. 05kg/cm2 under the tria4al compression test, internal friction angle decreased from 44. 78$^{\circ}$ to 34. 34$^{\circ}$ under the direct shear test and from 31. 88$^{\circ}$ to 13. 31$^{\circ}$ under the triaxial compression test. 2.Cohesion showed it's maximum value around OMC and internal friction angle showed a tendency to increase according to the decrease of water content but it's increasing ratio was relatively slow. 3.Decreasing ratio of cohesion and internal friction angle was relatively sensitive according to the decrease of compaction energy. 4.The smaller of the vertical stress and the coarser of the grain size of samples, changing of the volume showed a tendency to increase and as the increase of water content, the shear displacement (dh) at failure shear stress ($\tau$f) showed maximum and the $\tau$f-dh curve was gentle. 5.To synthesize the results of the direct shear test and the triaxial compression test, cohesion showed higher under the triaxial compression test and internal friction angle showed a tendeney to appear higher under the direct shear test. It seems that we can get correspondent results by removing the side friction of mold with soils and adjusting the vertical stress and shearing speed under the direct shear test.

• 한국농공학회지
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• 제33권4호
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• pp.105-120
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• 1991

This study was performed to investigate the minimum safety factor of embankment in consideration of seismic coefficient by the psuedo-static analysis The variables were cohesion, the internal friction angle, angle of slope, height of seepage, height of embankment, depth of replacement The results obtained were compared with those by Fellenius method, simplified Bishop method and Janbu method. The results were summarized as follows: 1.The increasing rate of the minimum safety factor with the increasing of cohesion appeared larger in Fellenius method and Bishop method than in Janbu method. And that with the increasing of the internal friction angle appeared the lowest value in Janbu method. The minimum safety factor was influenced larger on the internal friction angle than on cohesion. 2.The variation of the minimum safety factor with the height of seepage at 0m and 5 m was nearly similar to Fellenius method, Bishop method and Janbu method. On the other hand, it was decreased suddenly at 25 m. 3.The minimum safety factor with the height of embankment was decreased remarkably under 10 m with the increasing of seismic coefficient. But, it was decreased slowly more than 10 m. As the height of embankment was low, the influence of cohesion appeared larger. 4.In heigher case of the depth of replacement, the phenomenon of reduction of the minimum safety factor appeared remarkably with seismic coefficient increased. And in lower case of the depth of replacement, the minimum safety factor was similar in Fellenius method and Bishop mehtod. But it appeared larger in Bishop method and Janbu method than in Fellenius method with the depth of replacement increased. 5.As the cohesion and the internal friction angle were large, the phenomenon of reduction of the minimum safety factor with the increasing of seismic coefficient appeared remarkably. Also, the influence of seismic coefficient in minimum safety factor appeared larger with the soil parameter increased. 6.When the seismic coefficient was considerated, investigation of the structural body on the slope stability appeared profitably in Fellenius method and Janbu method than in Bishop method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.265-270
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• 2002

Dilatancy is a unique characteristics of granular materials showing the tendency to change volume upon shearing. In this study large triaxial tests were peformed for both the well graded rock and the poorly graded rock. And the shear strength of rockfill materials considering dilatancy is evaluated based on the test results. For the rock materials of this study the contribution of dilatancy in the maximum internal friction angle is as much as -6.0%∼3.0% of the internal friction angle measured at peak

• 한국지반공학회논문집
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• 제32권3호
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• pp.15-27
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• 2016

본 연구에서는 제주도 북동부 육해상, 남동부 해상 및 북서부 해상에서 채취한 현무암 암석에 대하여 삼축압축시험을 수행하였으며, 그 결과로부터 산정된 Hoek-Brown 파괴기준의 파라미터인 암석 계수 $m_i$의 특성을 살펴보았다. 그리고 Hoek-Brown 파괴기준으로부터 추정된 점착력 및 내부 마찰각과 Mohr-Coulomb 파괴기준으로부터 산정된 점착 력 및 내부 마찰각을 각각 비교 분석하였다. 그 결과 제주도 현무암 암석에 대한 Hoek-Brown 파괴기준의 암석 계수 $m_i$는 암석의 내부 마찰각과 밀접하게 연관되어 있었으며, 내부 마찰각이 증가함에 따라 급격하게 증가하였다. Hoek-Brown 파괴기준으로부터 추정된 점착력은 Mohr-Coulomb 파괴기준으로부터 산정된 점착력보다 평균적으로 약 24% 정도 과대하게 추정되고 있으며, Hoek-Brown 파괴기준으로부터 추정된 내부 마찰각은 Mohr-Coulomb 파괴기준의 내부 마찰각과 비슷한 값을 나타내고 있음을 알 수 있었다.

• Geomechanics and Engineering
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• 제22권2호
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• pp.165-171
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• 2020

Laboratory determination of strength and deformation behavior of clean sands and gravels has always been challenging due to the difficulty in obtaining their undisturbed samples. An alternative solution to this problem is to develop correlations between mechanical properties of cohesionless soils and their gradation characteristics. This study presents database of 3 natural sands with 11 varying particle size gradation curves to allow investigating relationships between mean particle size, maximum and minimum void ratio, relative density and shear strength of the test soils. Direct shear tests were performed at relative densities of 50, 75 and 95% to explore the effects of gradation and density on the angle of internal friction of the modeled sand samples. It is found that the mean grain size D₅₀ bears good correlations with void ratio range (e_max - e_min) and peak angle of internal friction 𝜙'_peak. The generated regression models are in good agreement with published literature and can be considered as reliable for natural sands in Pakistan. These empirical correlations can save considerable time and efforts involved in laboratory and field testing.

• 한국지반공학회지:지반
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• 제14권4호
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• pp.103-116
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• 1998

순수전단강도를 추정하기 위해 150 세트의 삼축시험 결과를 분석하였다. 내부마찰각은 Hoek와 Brown의 파괴조건계수 m이 증가하는데 따라 비 선형적으로 증가하였으나 순수전단강도 비례계수 1c는 비선형적으로 감소하였다. 압축강도의 전단강도에 대한 비는 내부마찰각의 비에 역비례하였다. 전단강도는 m에 반비례하였으나 내부마찰각은 비례하였다. 또 단축강도는 c에 비례하였다. 회 귀분석의 해석에 있어서 전단강도가 m과 단축압축강도의 주요 영향요소로 나타났다. 전단강도의 비례계수는 RMR의 증가에 따라 비선행적으로 증가하였으나 내부마찰각은 선형적으로 감소하였다.

• 한국지반공학회논문집
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• 제31권11호
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• pp.33-40
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• 2015

제주도 화산암은 지질학적 그리고 역학적 특성이 지역마다 큰 차이를 보일 뿐만 아니라, 특히 여러 환경적인 요인으로 인하여 크기와 분포가 다양한 기공이 많은 다공성 구조를 보이고 있다. 본 연구에서는 제주도 북동부 육해상, 남동부 해상 및 북서부 해상에서 채취한 현무암 암석에 대하여 삼축압축시험을 수행하였으며, 그 결과로부터 추정된 점착력과 내부 마찰각을 제주도 현무암의 다공성 구조를 나타내는 파라미터인 흡수율과 비교 분석하였다. 그 결과 제주도 현무암의 흡수율과 점착력의 관계는 흡수율과 비중의 상관관계에 따라 그 관계를 명확하게 구분할 수 있었으며, 흡수율이 증가함에 따라 점착력은 급격하게 감소하였다. 반면 제주도 현무암의 내부 마찰각은 흡수율과 비중의 상관관계와 관계없이 흡수율이 증가함에 따라 거의 선형적으로 감소하였다.