• Tunnel and Underground Space
• /
• v.22 no.6
• /
• pp.462-470
• /
• 2012

Implementing the generalized Hoek-Brown failure criterion in the framework of the Mohr-Coulomb criterion requires the calculation of the equivalent friction angle and cohesion. In the conventional method based on the Balmer (1952)'s theory, the tangential instantaneous friction angle and cohesion are expressed in terms of the minimum principal stress ${\sigma}_3$, which does not provide the information about the dependency of the equivalent parameters on the hydrostatic pressure and the stress path. In this study, this defect of the conventional method has been overcome by representing the equivalent parameters in terms of stress invariants. Through the example implementation of the new method, the influence of the magnitude of the hydrostatic pressure and the Lode angle on the tangential instantaneous friction angle and cohesion is investigated. It turns out that the tangential instantaneous friction angle is maximum when the stress condition is triaxial extension, while the tangential cohesion is maximum when the stress condition is triaxial compression. The dependency of the equivalent Mohr-Coulomb strength parameters on the hydrostatic pressure and the Lode angle tends to be more substantial for the favorable rockmass of larger GSI value.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
• /
• 1996.04a
• /
• pp.108-116
• /
• 1996

본 논문에서는 하중부와 방법을 추(dead weight)와 공압(pneumatic)을 이용한 방법에서 스프링을 이용한 방법을 추가하였으며, 압축형 스프링을 선택적으로 사용하여 마찰시험기 수직방향에서의 강성을 큰 변화 폭으로 변화시켰다. 또한 선행된 연구를 통하여 수직하중의 변동량에 크게 영향을 미치는 것으로 알려진 바 있는 디스크 시편의 misaligment 효과를 상사하고 극대화 하기 위하여 본 논문에서는 경사진 디스크 시편을 추가로 사용하였다. 상기조건으로 마찰시험기 시스템의 각 하중부과 방법과 수직강성 변화가 마찰특성에 미치는 영향을 실험적으로 측정 평가하였으며, 마찰시험기 동특성계 모델의 이론적 해석을 통하여 마찰특성 변화를 고찰하였다. 또한, 미끄럼 접촉 시의 수직력과 마찰력을 측정하고, 데이터의 통계적 처리방법에 따른 마찰계수의 변화 특성도 평가하였다.

• Resources Recycling
• /
• v.13 no.1
• /
• pp.39-46
• /
• 2004

Triboelectrostatic separation process is a technology that different particles charged after contact and rubbing different materials are separated in a high electric field. This technology has an advantage in that it can be used for separating non-conducting materials such as plastics unlike other electrostatic separation processes. There are two objectives in this study. One is to develop an effective continuous tribo-electrostatic separation process. The other is to apply the developed device for the separation of mixed plastics. Results show that almost all tested plastics reaches over 95% in yield and grade after separation.

• Tunnel and Underground Space
• /
• v.16 no.2 s.61
• /
• pp.166-178
• /
• 2006

Recently, the frequency of occurring dynamic events such as earthquakes, explosives blasting and other types of vibration has been increasing. Besides, the chances of exposure for rock discontinuities to free faces get higher as the scale of rock mass structures become larger. For that reason, the frictional behavior of rock joints under dynamic conditions needs to be investigated. In this study, artificially fractured rock joint specimens were prepared in order to examine the dynamic frictional behavior of rough rock joint. Roughness of each specimen was characterized by measuring surface topography using a laser profilometer and a series of shaking table tests was carried out. For mated joints, the static friction angle back-calculated ken the yield acceleration was $2.7^{\circ}$ lower than the tilt angle on average. The averaged dynamic friction angle for unmated joints was $1.8^{\circ}$ lower than the tilt angle. Displacement patterns of sliding block were classified into 4 types and proved to be related to the first order asperity of rock joint. The tilt angle and the static friction angle for mated joints seem to be correlated to micro average inclination angle which represents the second order asperity. The tilt angle and the dynamic friction angle for unmated Joints, however, have no correlation with roughness parameters. Friction angles obtained by shaking table test were lower than those by direct shear test.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2007.05a
• /
• pp.479-482
• /
• 2007

This paper presents experimental analysis of a friction-driven wheel responsible for generating wheel squeal. Creep and squeal noise generating mechanism are influenced by friction conditions of attack angle, loading force, driving velocity and surface roughness. Squeal noise phenomena has been examined under the laboratory condition by the model rig. Creep characteristics and squeal noise were observed by varying relative velocity of the wheel with respect to the rail and friction coefficient.

• Tunnel and Underground Space
• /
• v.25 no.3
• /
• pp.284-292
• /
• 2015

The generalized Hoek-Brown failure criterion, the strength parameters of which are determined by using the GSI index, is an empirical nonlinear failure criterion of rock mass and has been widely employed in various rock engineering practices. Many rock engineering practitioners, however, are still familiar with the description of the strength of rock mass in terms of friction angle and cohesion. In addition, almost all rock mechanics softwares incorporate the simple linear Mohr-Coulomb function. Therefore, it is necessary to provide a tool to implement the Hoek-Brown function in the framework of the Mohr-Coulomb criterion. In this study, the use of upper-bound solution of limit analysis for bearing capacity of a strip footing resting on the ground surface is proposed for the estimation of the equivalent friction angle and cohesion of rock mass incorporating the generalized Hoek-Brown failure criterion. The upper-bound bearing capacity is expressed in terms of friction angle by use of the relationship between tangential friction angle and tangential cohesion implied in the generalized Hoek-Brown function. The friction angle minimizing the upper-bound bearing capacity is taken as the equivalent friction angle. Through the illustrative implementations of the proposed method, the influences of GSI, $m_i$ and D on the equivalent friction angle and cohesion are investigated.

• Journal of the KSME
• /
• v.29 no.3
• /
• pp.294-305
• /
• 1989

소성가공 공정설계의 컴퓨터를 이용한 최적설계를 위하여 선결되어야 기술적 과제를 (i) 구성방 정식, (ii) 윤활 및 마찰조건, 그리고 (iii) 적응적 유한요소망 재구성법 등 3가지 분야로 대별하여 논의하였다. 적절히 선택된 마찰/구속조건 등 경계조건 (boundary condition) 과 적절한 유한 요소망의 구성을 통하여 최종제품의 형상을 만들어내기 위한 금형의 형상 등을 유한요소법으로 해석하여 공정설계상의 시행착오의 범위와 횟수를 줄일 수 있다(7,8). 또 하나의 예로서 자동 차의 자체 등 비교적 대형의 판재가공에서 펀치에 의한 본격적인 가공행정이 이루어지기 전에 판재 자체가 중력에 의하여 처지게 되는데 이러한 중력에 의한 피가공재의 초기 처짐은 최종제 품의 형상에 직접적인 영향을 주게 된다. 이 경우 기존의 유한요소 해석 기법을 사용하여 초 기처짐을 제어하기 위한 판재의 가공전 고정용 금형(binder wrap)의 최적설계를 훌륭히 수행할 수 있다. 이같이 현재의 유한요소 해석법은 많은 기술적 과제를 지니고 있으나 동시에 소성가 공의 컴퓨터 응용설계를 실현하기 위한 궁극적 도구로서 매우 큰 활용 잠재력을 지니고 있다.

• Tunnel and Underground Space
• /
• v.28 no.5
• /
• pp.426-441
• /
• 2018

Recently, the generalized Hoek-Brown (GHB) failure criterion has been actively employed in various rock engineering calculations, but the analytical form of the corresponding Mohr failure envelope is not available, making it difficult to extend the application of the GHB criterion. In order to overcome this disadvantage, this study proposes a new method to express the tangential friction angle as an explicit function of normal stress by invoking the polynomial best-fitting to the relationship between normal stress and tangent friction angle implied in the GHB failure function. If this normal stress - tangential friction angle relationship is best-fitted with linear or quadratic polynomial function, it is possible to find the analytical root for tangential friction angle. Subsequently, incorporating the root into the relationship between shear stress and tangential friction angle accomplishes the derivation of the approximate Mohr envelope for the GHB criterion. It is demonstrated that the derived approximate Mohr failure envelopes are very accurate in the entire range of GSI value.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.32 no.2C
• /
• pp.49-60
• /
• 2012

In this study, the behaviors of friction pile groups are investigated using 3D finite element (FE) analysis. The emphasis was quantifying on the shear load transfer (f-w) characteristics of pile groups and the shaft group effects. A framework for determining the f-w curve is proposed based on both theoretical analysis and field load test database. Through comparisons with case histories and FE results, it is shown that the proposed f-w curve is capable of predicting the behavior of a friction pile in deep soft clay. Additionally, a numerical analysis that takes into account the group efficiency factors were performed for major parameter on group pile-soil interaction, such as the pile spacing, pile arrangement, soil condition, and location of pile cap. Based on these results, the shaft group efficiency factors were also proposed.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
• /
• 1988.06a
• /
• pp.31-38
• /
• 1988

최근, 유체윤활영역에 있어서 될수 있는 한 점성저항을 감소시키기 위해서 윤활유의 저점도화가 진행되고 있는 실정이다. 그러나 윤활유의 저점도화로 인한 문제점으로써 금속-금속간 접식부가 증가하게 된다. 금속간 접식이 증가함에 따라 마찰저항이 커지게 되며, 이와 같은 마찰저항의 증대를 방지하기 위하여 마찰조정제(FM)가 자동차 엔진유를 비롯한 각종 윤활유에 첨가되어지고 있다. 또한 윤활유의 사용조건이 가곡(고온, 고가중) 해짐에 따라 첨가제의 다기능성이 요구되고 있는 가운데, 이와 같은 요구를 만족시켜 주기 위한 연구가 진행되고 있다. 최근에 와서 유용성 유기모리브덴계 화합물이 마찰,마모 및 산화방지제로서 주목받고 있다. 마찰, 마모을 감소시키기 위한 목적으로 널리 사용되고 있는 $MoS_2$는 고체윤활제로서 각광을 받고 있지만, 실제사용상의 문제로서 입자의 크기, 분산상의 문제 및 분산제와의 반응으로 인하여 마찰, 마모를 증대시키므로 역효과를 가져 오기도 한다. $MoS_2$와 같은 고체윤활제의 분상상의 무제점을 보완한 유용성 모리브덴계 화합물은 마찰, 마모 및 산화방지제로서 자동차 엔진유를 비롯하여 각종 윤활유에 첨가되고는 있지만 메카니즘에 대해서는 거의 해명되고 있지 않는 현실정이다. 본 연구는 유용성 유기모리브덴계 화합물중의 Molybdenum dialkyl dithiophosphate (MoDTP)의 마찰감소작용을 해명하기 위해서, MoDTP 첨가제의 마찰시험 및 마찰표면의 분석을 통하여 MoDTP의 마찰감소작용의 메카니즘을 명확하게 함을 자적으로 하고 있다.