• Geomechanics and Engineering
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• 제8권1호
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• pp.81-95
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• 2015

The permeability behavior of Ariake clays has been investigated by constant rate of strain (CRS) consolidation tests with vertical or radial drainage. Three types of Ariake clays, namely undisturbed Ariake clay samples from the Saga plain, Japan (aged Ariake clay), clay deposit in shallow seabed of the Ariake Sea (young Ariake clay) and reconstituted Ariake clay samples using the soil sampled from the Saga plain, were tested. The test results indicate that the deduced permeability in the horizontal direction ($k_h$) is generally larger than that in the vertical direction ($k_v$). Under odometer condition, the permeability ratio ($k_h/k_v$) increases with the vertical strain. It is also found that the development of the permeability anisotropy is influenced by the inter-particle bonds and clay content of the sample. The aged Ariake clay has stronger initial inter-particle bonds than the young and reconstituted Ariake clays, resulting in slower increase of $k_h/k_v$ with the vertical strain. The young Ariake clay has higher clay content than the reconstituted Ariake clay, resulting in higher values of $k_h/k_v$. The microstructure of the samples before and after the consolidation test has been examined qualitatively by scanning electron microscopy (SEM) image and semi-quantitatively by mercury intrusion porosimetry (MIP) tests. The SEM images indicate that there are more cut edges of platy clay particles on a vertical plane (with respect to the deposition direction) and there are more faces of platy clay particles on a horizontal plane. This tendency increases with the increase of one-dimensional (1D) deformation. MIP test results show that using a sample with a larger vertical surface area has a larger cumulative intruded pore volume, i.e., mercury can be intruded into the sample more easily from the horizontal direction (vertical plane) under the same pressure. Therefore, the permeability anisotropy of Ariake clays is the result of the anisotropic microstructure of the clay samples.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.671-676
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• 1998

This study deals with the effect on penetration properties of siliceous ion througth the mortar applicated by the waterproofing coating materials of siliceous seler liquid type. The tests of properties for reinforcing effect in mortar substrate surface layer are five kinds of water permeability, absorption, compressive strength, surface layer strength, pH content and chemical attack effect. Water permeability of mortar coated siliceous sealer in very than that of plane mortar. compressive strength of mortar coated siliceous sealer in larger than that of plane mortar about 10%.

• Coupled systems mechanics
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• 제11권2호
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• pp.93-106
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• 2022

The total embankment settlement consists of three stages: the initial settlement, the primary consolidation settlement, and the secondary consolidation settlement. The total embankment settlement is largely controlled by the primary consolidation settlement, which is usually computed with numerical models that implement Biot's theory of consolidation. The key parameter that affects the primary consolidation time is the coefficient of permeability. Due to the complex stress and strain states in the foundation soil under the embankment, to be able to predict the consolidation time more precisely, aside from porosity-dependency, the strain-dependency of the coefficient of permeability should be also taken into account in numerical analyses. In this paper, we propose a two-dimensional plane strain numerical model of embankment primary consolidation, which implements Biot's theory of consolidation with both porosity-dependent and strain-dependent coefficient of permeability. We perform several numerical simulations. First, we demonstrate the influence of the strain-dependent coefficient of permeability on the computed results. Next, we validate our numerical model by comparing computed results against in-situ measurements for two road embankments: one near the city of Saga, and the other near the city of Boston. Finally, we give our concluding remarks.

• 유변학
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• 제7권1호
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• pp.42-49
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• 1995

항공용 프리프레그의 기체 투과와 creep 변형 현상을 실험과 모델링을 통하여 autoclave 공정의 주요 공정변수인 시간, 온도 그리고 consolidation 압력에 대하여 연구하였 다. 적층된 프리프레그를 이용한 실험을 통하여 진공/autoclave 압력이 프리프레그에 가해졌 을 때 프리프레그의 두께는 선형 점탄성 변형을 나타내며 in-plane 기체 흐름은 투과 hysteresis 와 함께 non-Darcian flow 현상을 나타냄을 보여주었다. 이러한 현상은 bulk dimensional relaxation 그리고 미시적 기공의 구조 재배열이라는 두 가지 점탄성 완화현상 으로 관찰되고 분석되어졌다. Modified Standard Linear Solid (SLS) 점탄성 모델을 사용하 여 실험결과를 분석한 결과 creep relaxation 과 기체투과 속도를 대표하는 모델상수를 결정 할수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1581-1584
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• 2008

In this study, performance Assesment of the existing tunnel drain and higher permeable for the In-plane Test. Two separate simulation tests from geotexitile and Lightweight Foamed Mortar compare. perfomed:the one is the in-plane test and the other is the clogging phenomenon test. As a result, NATM Composite used to Ligheweight Foamed Mortar pemability 80%, more than existing tunnel drain. Also, clogging phenomenon test do low assesment more than existing tunnel drain geotextile.

• 지질공학
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• 제17권1호
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• pp.135-142
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• 2007

토목구조물의 기초가 되는 암반은 암석자체로서는 강도가 높고 투수성이 작지만 공학적 성질은 암반내의 존재하는 크랙, 절리 등 불연속면의 영향을 크게 받는다. 천부 암반내에 지배적으로 분포하는 것은 절리이지만 그 수가 적은 지하심부에 있어서 지하수 투수성의 가능성을 고려하면 암석자체의 미소크랙의 연결성이 투수성 크랙으로서 충분히 고려되어져야 한다. 이 연구에서는 절리성 암반의 절리분포 및 투수성 해석 모델화 방법을 화강암 공시체의 미소크랙에 응용하여 손상진행에 따른 화강암의 투수 특성을 추정하는 것을 목적으로 하였다. 미소크랙 데이터로부터 투수모델을 작성하여 해석한 결과 평균투수계수에 있어서 실제의 투수시험 값과 잘 일치하는 것으로 나타났다. 또한 3차원 모델의 가시화를 가지고 모델표면에서의 미소크랙과의 비교로부터 손상발달에 의한 미소크랙 발생수와 유출면으로부터 계산한 평균투수계수는 비례관계로 실험결과와 잘 일치하는 것으로 해석되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.884-889
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• 2005

A lot of landslides were occurred in Gangnung, Macheon and Geochang areas by Typhoons such as RUSA(2002) and MEAMI(2003). Soil properties of these areas are investigated regarding geological conditions in this study. The shallow plane failure were occurred in Gangnung and Geochang areas, whereas the deep circle failure were occurred in Macheon area. The matrix in Gangnung and Geochang areas was composed of Granite, and the matrix in Macheon area was composed of Gabbro. The disturbed and undisturbed soils were sampled in these areas. As the results of laboratory tests using sampled soils, the coefficient of permeability in Granite region is lower than that in Gabbro region. In the cases that the silt and clay contents are included less than 4% for the soils of Granite region and less than 7% for the soils of Gabbro region, the coefficients of permeability are rapidly increased for both soils. In addition, the simple equations for predicting the coefficients of permeability are proposed using the effective particle size and the silt and clay contents according to geological condition.

• 산업기술연구
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• 제25권A호
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• pp.39-47
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• 2005

Air void systems in hardened concrete has an important influence on concrete durability such as freeze-thaw resistance, water permeability, surface scaling resistance. Linear traverse method and point count method described at ASTM are the routine analysis of the air void system that have been widely used to estimate the spacing factor in hardened concrete. Recently, many concretes often have a spacing factor higher than the generally accepted $200-250{\mu}m$ limit for the usual range of air contents. This study is proposed to estimate the plane spacing factor by calculation of simplicity. The plane spacing factor need two parameters that are air content and numbers of air voids in the hardened concrete. Those obtained from the standard air-void system analysis of the ASTM C 457. The equation is valid for all values of paste-to-air ratio because the estimation of paste content is unnecessary at the using ASTM C 457. The plane spacing factor yields a similar estimate of the standard spacing factor.

• 한국자기학회:학술대회 개요집
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• 한국자기학회 2003년도 하계학술연구발표회 및 한.일 공동심포지엄
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• pp.58-59
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• 2003

We have developed a simple model allowing further clarifications of the magnetoresistance (MR) contribution to the giant magnetoimpedance (GMI) effect in thin films. The theoretical considerations are the following. It is absolutely assumed that a thin film with no magnetic domain structure and a high frequency ac current I = I$\sub$0/e$\^$iwt/ flowing parallel to the Z direction in the plane of the film. The sample has the thickness 2a in the X direction, thus the Y direction in the plane of the sample and perpendicular to the current direction. The transverse permeability ${\mu}$$\sub$Y/ in the Y direction is uniform. In the case of GMI effect, the total impedance Z = R + iX can be written as.

• Tribology and Lubricants
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• 제26권2호
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• pp.142-148
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• 2010

The purpose of this study is to find how to be formed the wet film thickness during the low friction coating process for a piston skirt with application to the theory of screen printing. In other words, in this research, it is to derive the general expressions predicting the pressure under a blade and the volume of coating fluid passing through the blade edge. Using these expressions, it is to be approved that the current operation characteristics of a screen printing system to a sample blade coating process for low friction coating on a piston skirt can be quantitatively assessed.