• Geomechanics and Engineering
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• 제18권3호
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• pp.299-313
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• 2019

This research investigated the nonlinear compressibility, permeability, the yielding due to structural degradation and their effects on consolidation behavior of structured soft soils. Based on oedometer and hydraulic conductivity test results of natural and reconstituted soft clays, linear log (1+e) ~ $log\;{\sigma}^{\prime}$ and log (1+e) ~ $log\;k_v$ relationships were developed to capture the variations in compressibility and permeability, and the yield stress ratio (YSR) was introduced to characterize the soil structure of natural soft clay. Semi-analytical solutions for one-dimensional consolidation of soft clay under time-dependent loading incorporating the effects of soil nonlinearity and soil structure were proposed. The semi-analytical solutions were verified against field measurements of a well-documented test embankment and they can give better accuracy in prediction of excess pore pressure compared to the predictions using the existing analytical solutions. Additionally, parametric studies were conducted to analyze the effects of YSR, compression index (${\lambda}_r$ and ${\lambda}_c$), and permeability index (${\eta}_k$) on the consolidation behavior of structured soft clays. The magnitude of the difference between degree of consolidation based on excess pore pressure ($U_p$) and that based on strain ($U_s$) depends on YSR. The parameter ${\lambda}_c/{\eta}_k$ plays a significant role in predicting consolidation behavior.

• 광물과 암석
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• 제34권3호
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• pp.169-176
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• 2021

본 연구는 압력을 이용한 제올라이트 내 중금속 양이온 또는 CO₂ 기체 포집 등의 응용연구를 하기 위한 기초 단계로 제올라이트의 압력 및 압력전달 매개체(Pressure-transmitting medium, PTM)에 따른 결정구조의 변화를 알아보기위한 목적으로 실험을 진행하였다. 천연 제올라이트 멜리노이트(Merlinoite, (K,Ca_0.5,Ba_0.5,Na)₁₀ Al₁₀Si₂₂O₆₄× 22H₂O)와 동일한 골격구조를 가지는 합성 물질인 제올라이트-W(K_6.4Al_6.5Si_25.8O₆₄× 15.3H₂O, K-MER)의 압력 하 압력전달 매개체에 따른 선형 압축률 및 체적 탄성률의 변화에 대한 X선 회절연구를 진행하였다. 합성된 시료는 정방정계에 속하는 I4/mmm 공간군으로 확인되었다. 압력전달 매개체 중 제올라이트의 동공 및 채널을 투과할 수 있는 투과 매개체(Penetrating medium)로 물, 이산화탄소를, 비투과 매개체로 실리콘 오일(Silicone-oil)을 각각 사용하였으며, 상압에서 최대 3 GPa까지 약 0.5 GPa 간격으로 가압하였다. 다이아몬드 고압유도장치 및 방사광 X-선원을 이용하여 압력 하 시료의 분말 회절을 측정하였고, 르바일(Le-Bail)법 및 버치-머내한 상태방정식을 이용하여 격자상수 및 체적탄성률의 변화를 관찰하였다. 모든 실험에서 c축의 선형압축률(𝛽^c)은 0.006(1) GPa^-1또는 0.007(1) GPa^-1의 값을 보여 압력 증가 대비 유사한 압축률을 보인 반면, a축의 압축률(𝛽^a)은 실리콘 오일 실험에서 0.013(1) GPa^-1을 보여 물과 이산화탄소 (𝛽^a=0.006(1) GPa^-1) 실험결과에 비해 압축률이 약 두 배정도 큰 것으로 확인할 수 있었다. 체적탄성률(K₀)은 물, 이산화탄소, 실리콘 오일의 실험에서 각각 50(3) GPa, 52(3) GPa, 29(2) GPa로 도출되었다. 압력 증가에 따른 ac면의 orthorhombicity를 측정한 결과 물과 이산화탄소 실험에서는 0.350~0.353의 비교적 일정한 값을 보였으나, 실리콘 오일의 실험에서는 y = -0.005(1)x + 0.351(1)의 함수를 만족시키며 압력이 증가할수록 값이 점차 작아졌다.

• 한국정밀공학회지
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• 제25권2호
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• pp.140-147
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• 2008

This paper describes a Neural Network based PD control scheme for motion control of pneumatic servo cylinder. Pneumatic systems have inherent nonlinearities such as compressibility of air and nonlinear frictions present in cylinder. The conventional linear controller is limited in some applications where the affection of nonlinear factor is dominant. A self-excited oscillation method is applied to derive the dynamic design parameters of linear model. Based on the parameters thus identified, a PD feedback compensator is designed first and then a neural network is incorporated. The experiments of a trajectory tracking control using the proposed control scheme are performed and a significant reduction in tracking error is achieved by comparing with those of a PD control.

• 연구논문집
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• 통권27호
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• pp.153-166
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• 1997

In industry pneumatic control system has become a important means to obtain automation because of its simplicity, fast speed and low cost. However Due to of the compressibility of air and damping friction between moving parts, it is difficult to achieve high speed driving, accurate positioning and stopping without overshoot in one pneumatic control system. This paper describes the dynamic behaviors of pneumatic linear actuator. The results will be very useful in the prediction of actuated dynamics and for the manufacturers to improve the techniques in their redesign and get better performance. Also, the experimental data is very important for the dynamic simulation and theoretical analysis.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2003년도 춘계학술대회 논문집
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• pp.1231-1234
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• 2003

Pneumatic servo valve which is widely applied in industrial world is advanced technology compounded with electric, electronic and machine. And It is consist of Linear Force Motor. Spool Commutation Mechanism and Microprocessor. In this study, we accomplished test method of Linear Force motor test, Static characteristic test, Dynamic characteristic test for KS(Koran industrial standard) of Pneumatic servo valve. we accomplished study about the main item of Static characteristic test which is related to unload flow characteristic test. And Dynamic characteristic test was step input test and frequency response test. Specially about frequency response test, There was a difficulty resulting from the time delay problem caused by the basic compressibility of air. In order to solve the problem in this study. we proposed two methods. First, displacement of the servo valve spool was directly measured by using a laser sensor. Second, method of calculating control flow by measuring pressure and temperature of chamber.

• 한국농공학회지
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• 제18권4호
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• pp.4242-4250
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• 1976

The determination of the pre-consolidation load known to have a great effect on the consolidation characteristics of the soil have been researched and discussed in detail by many other researchers. A study was undertaken to investigate and compare the effect of pre-consolidation loads on the coefficient of permeability and the consolidation characterisics of soil through the consolidation test on the three types of soil samples. The results of this study are follows; 1. Large compression index is dependent on initial void ratio of the sample being used and the pressure-void ratio curve shows a curved linear relationship in over-consolidated area but a linear relationship in normally consolidated area.2. Settlement-time curve is S-shaped where the pressure is larger than pre-consolidation load and regardless of over-burden pressure, it is a similar straight line respectively in the secondary consolidation area. 3. Primary consolidation ratio of the sample increases almost linearly with the increase of over-burden pressure but the coefficient of volume compressibility decreases linearly with the increase of it. 4. Time factor of a certain degree of consolidation increases with over-burden pressure but the coefficient of consolidation decreases with it in over-consolidated area. There is a linear relationship between them in normally consolidated area. 5. The void ratio of completion point of primary consolidation decreases linearly with over-burden pressure. 6. The coefficient of permeability of sample decreases linearly with over-burden pressure in normally consolidated area, also it increases linearly with increment of the void ratio of the sample.

• 산업기술연구
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• 제25권A호
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• pp.57-65
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• 2005

In this paper, for the highly plastic marine soft clay distributed in west and southern coast of Korean peninsula of Kwangyang and Busan New Port areas, correlation between compression index and other indices representing geotechnical engineering properties such as liquid limit, void ratio and natural water content were analyzed. Appropriate empirical equations of being able to estimate the compressibility of clays in the specific areas were proposed and compared with other existing empirical ones. For analyses of the data and test results, data for marine clays were used from areas of the South Container Port of the Busan New Port, East Breakwater, Passenger Quay, Jungma Reclamation and Reclamation Containment in the 3rd stage in Kwangyang. In order to find the best regression model by using the commercially available software, MS EXCEL 2000, results obtained from the simple linear regression analysis, using the values of liquid limit, initial void ratio and natural water content as independent variables, were compared with the existing empirical equations. Multiple linear regression was also performed to find the best fit regression curves for compression index and other soil properties by combining those independent variables. On the other hands, another software of SPSS for non-linear regression was used to analyze the correlations between compression index and other soil properties.

• Geomechanics and Engineering
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• 제24권1호
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• pp.43-55
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• 2021

Peatland is distributed in China widely, and organic matters in soil frequently induce problems in the construction and maintenance of highway engineering due to the high permeability and compressibility. In this paper, a selected site of Dali-Lijiang expressway was surveyed in China. A numerical model was built to predict the settlement of the foundation of the selected section employing the soft soil creep (SSC) model in PLAXIS 8.2. The model was subsequently verified by the result of field observance. Consequently, the parameters of 17 types of soils from different regions in China with organic contents varying from 1.1-74.9% were assigned to the numerical model to study the settlement characteristics. The calculated results showed that the duration of primary consolidation and proportion of primary settlement in the total settlement decreased with increasing organic content. Two empirical equations, for total consolidation settlement and secondary settlement, were proposed using multiple linear regression based on the calculated results from the numerical models. The analysis results of the significances of certain soil parameters demonstrated that the natural compression index, secondary compression index, cohesion and friction angle have significant linear relevance with both the total settlement and secondary settlement, while the initial coefficient of permeability exerts significant influence on the secondary settlement only.

• 한국지반환경공학회 논문집
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• 제7권3호
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• pp.43-54
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• 2006

채취된 초기 간극수를 오염물질로 치환시킨 점토시료를 대상으로 일축압축시험, 삼축압축시험, 압밀시험을 수행하여 오염물질 성상에 따른 오염점토의 역학적 특성변화를 분석하였으며, MT3D 해석모델을 이용하여 매립지 성토제방의 점토 차수층을 통한 오염물질의 거동 특성을 파악하였다. NaCl 수용액으로 치환된 시료의 경우, 농도가 증가할수록 강도, 압축성, 투수성이 증가되었다. 침출수로 포화시킨 시료의 경우, NaCl 수용액으로 포화시킨 시료에 비해 강도, 압축성의 증가현상이 크게 나타난 반면 면모화 정도가 큼에도 불구하고 투수계수는 오히려 작게 나타났다. 오염물질 이동 해석결과, 초기 염소이온 농도가 클수록 측정농도도 커지며, 시간경과에 따라 농도는 비선형적으로 증가되었다. 농도감쇄 관계식을 유도하여 이동거리를 예측한 결과, 초기 농도가 클수록 이동거리도 크게 나타났다.

• 한국구조물진단유지관리공학회 논문집
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• 제8권2호
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• pp.123-136
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• 2004

Terzaghi의 1차원 압밀이론은 그 유도과정에 있어 몇 가지 중요한 가정사항을 내포하고 있으며, 이로인해 이 이론을 연약 점토지반의 압밀거동에 적용하는데는 많은 모순이 발생할 수 밖에 없다. 특히, 미소변형 및 선형 물질함수에 대한 가정은 실제 현장의 압밀현상과 비교할 때 많은 오류를 발생시키는 원인으로 작용한다. 이러한 이유에서, Gibson 등은 물질함수의 비선형성을 고려할 수 있는 1차원 비선형 유한변형률 압밀이론에 대한 엄밀해를 발표하였다. 그러나, 이 이론은 연직배수공법이 적용된 일반적인 연약 점토지반의 압밀현상에는 적용시킬 수 없다는 단점을 내포하고 있다. 본 연구에서는 포화된 지반의 수직 및 수평방향 배수를 고려하며 지반의 자중 및 투수성과 압축성에 대한 물질함수의 비선형적 특성을 반영할 수 있는 압밀모델을 제안하였다. 또한 제안된 모델을 실제 압밀현상에 적용하기 위한 수치해석 기법을 개발하였다. 수치해석에 이용된 물질함수의 특성은 표준압밀 시험 및 로우셀 시험, 개량 표준압밀 시험등을 이용하여 산정되었다.