• Computers and Concrete
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• 제32권1호
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• pp.45-60
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• 2023

Concrete in water environment is easily subjected to the attack of leaching, which causes its mechanical reduction and durability deterioration, and the key to improving the leaching resistance of concrete is to increase the compaction of its microstructure formed by the curing. This paper performs a numerical investigation on the intrinsic relationship between microstructures formed by the hydration of cement and slag and leaching resistance of concrete in water environment. Firstly, a shrinking-core hydration model of blended cement and slag is presented, in which the interaction of hydration process of cement and slag is considered and the microstructure composition is characterized by the hydration products, solution composition and pore structure. Secondly, based on Fick's law and mass conservation law, a leaching model of hardened paste is proposed, in which the multi-species ionic diffusion equation and modified Gérard model are established, and the model is numerically solved by applying the finite difference method. Finally, two models are combined by microstructure composition to form an integrated curing-leaching model, and it is used to investigate the relationship between microstructure composition and leaching resistance of slag-blended cement pastes.

• 자원리싸이클링
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• 제17권6호
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• pp.24-33
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• 2008

전해생성염소를 산화제로 사용하여 폐인쇄회로기판으로부터 구리의 침출에 대한 연구를 수행하였다. 구리침출반응과 관련된 실험인자들의 영향을 정량적으로 파악하기 위하여 실험계획법을 적용하였다. 실험결과의 분산분석으로부터 전류밀도, 침출온도, 염산농도 그리고 침출온도와 염산농도의 교호작용 등이 구리침출에 유효한 인자로 나타났다. 이들 중 구리침출에 가장 큰 영향을 미치는 인자는 침출실험 결과해석의 95.7%출 차지하는 전류밀도로 분석되었다. 실험결과의 중회귀분석을 이용하여 침출실험 결과의 99%를 설명할 수 있는 침출 모델식을 얻었다. 또한 모델식을 통한 구리 등침출선의 예측으로부터 침출온도가 높아질수록 구리침출량의 증가에 대한 염산농도의 영향이 커지는 것을 알 수 있었다.

• Computers and Concrete
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• 제1권2호
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• pp.131-150
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• 2004

We present in this work a coupled phenomenological chemo-mechanical model that represents the degradation of concrete-like materials. The chemical behaviour is described by the nowadays well known simplified calcium leaching approach. And the mechanical damage behaviour is described by a continuum damage model which involves the gradient of the damage quantity. The coupled nonlinear problem at hand is addressed within the context of the finite element method. For the equation governing the calcium dissolution-diffusion part of the problem, special care is taken to treat the highly nonlinear calcium conductivity and solid calcium functions. The algorithmic design is based on a Newton-type iterative scheme where use is made of a recently proposed relaxed linearization procedure. And for the equation governing the damage part of the problem, an augmented Lagrangian formulation is used to take into account the damage irreversibility constraint. Finally, numerical simulations are compared with experimental results on cement paste.

• Structural Engineering and Mechanics
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• 제86권6호
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• pp.779-791
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• 2023

Long-termly used in water supply, an underground concrete pipe is easily subjected to the coupled action of pressure loading and flowing water, which can cause the chemo-mechanical damage of the pipe, resulting in its premature failure and lifetime reduction. Based on the leaching characteristics and damage mechanism of concrete pipe, this paper proposes a coupled chemo-mechanical damage and failure model of underground concrete pipe for water supply, including a calcium leaching model, mechanical damage equation and a failure criterion. By using the model, a numerical simulation is performed to analyze the failure process of underground concrete pipe, such as the time-varying calcium concentration in concrete, the thickness variation of pipe wall, the evolution of chemo-mechanical damage, the distribution of concrete stress on the pipe and the lifetime of the pipe. Results show that, the failure of the pipe is a coupled chemo-mechanical damage process companied with calcium leaching. During its damage and failure, the concentrations of calcium phase in concrete decrease obviously with the time, and it can cause an increase in the chemo-mechanical damage of the pipe, while the leaching and abrasion induced by flowing water can lead to the boundary movement and wall thickness reduction of the pipe, and it results in the stress redistribution on the pipe section, a premature failure and lifetime reduction of the pipe.

• The Korean Journal of Ecology
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• 제9권1호
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• pp.51-58
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• 1986

The decay rates of organic matter were investigated and the leaching rates were determined from the concentration distribution of N,P,K, Ca and Na in the soil profile at Pinus rigida stand on Mt. Gwan-ak and at Pseudosasa japonica stand on Odong-do. In order to determine the leaching rates θo/W wazs substituted with KL in Towner's equation. Decay rates were 0.191 at Pinus stand on Mt. Gwan-ak and 0.234 at Pseudosasa stan don Odong-do. Concentration distributions of N,P, K and Na in soil profiles were corresponed with Towner's model curve. Leaching rates determined from concentration distributions were 0.086, 0.079, 0.041, 0.029, 0.096 on Mt. Gwan-ak and 0.080, 0.056, 0.051, 0.008, 0.028 on Odong-do. The soil of Pseudosasa stand showed on the whole lower leaching rates than that of Pinus stand. The soil of Pseudosasa stand showing higher decay rate and lower leaching rates contained more concentration of each nutrient than that of Pinus stand.

• 분석과학
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• 제16권2호
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• pp.159-165
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• 2003

아연산화광 황산침출액에 적용가능한 이온평형모델을 개발하기 위해 Vasil'ev식과 Pitzer식에 의한 해석방법을 비교하였다. 이온강도가 9 m정도로 증가할수록 Vasil'ev식보다는 Pitzer식에 의한 용액의 이온평형결과가 정확하였다. 아연산화광 황산침출액을 모사하기위해 $25^{\circ}C$에서 $ZnSO_4-Fe_2(SO_4)_3-Na_2SO_4-H_2SO_4-NaOH-H_2O$계에 대해 전해질의 농도를 변화시키며 혼합한 용액의 pH 측정값과 본 연구에서 계산한 pH값은 서로 잘 일치하였다.

• Nuclear Engineering and Technology
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• 제20권3호
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• pp.155-164
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• 1988

$UO_2$ Pellet의 침출도식을 유도하고 실험 자료와 비교검토 하였다. 침출속도 모델은 산소의 Pellet 내부고의 침투로 인한 $UO_2$의 산화과정과 침투 깊이에 따른 산화 $UO_2$의 용해 및 이동과정을 고려하여 얻어 졌다. 이 모델에 의하면 침출속도는 전이상태와 정상상태의 두 영역으로 나뉘어질 수 있으며 변화하는 양상은 초기의 산화상태에 따라 달라진다. 또한 이 모델식은 $UO_2$의 산화반응을 유사한 다른 침출구조에 적용할 수 있어서 일반적 인 침출현상의 해석에 사용될 수 있다.

• 한국농공학회지
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• 제44권3호
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• pp.146-156
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• 2002

The objective of this study was to develop a modified CREAMS model for paddy field conditions. The model simulates daily balance of water and nutrient from irrigated paddies using meteorological, irrigation, and agricultural management data. The model simulates daily evapotranspiration of paddy using Penman equation and determines daily flooding depth changes. Total nitrogen and phosphorus concentrations within flooding water, surface runoff, and leaching water from a paddy field also can be simulated. Parameters of the model were calibrated using observed data of the Agricultural Experiment Station of the Seoul National University in Suwon Korea. The model was applied for the irrigation period of paddy field in Gicheon area when 1,234 mm annual rainfall was occurred. The simulated losses of the total nitrogen and total phosphorous were 11.27 kg/ha and 0.98 kg/ha, respectively. There was a good agreement between observed and simulated data. It was found that CREAMS-PADDY model was capable of predicting runoff and nutrient losses from irrigated paddy fields.

• 자원환경지질
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• 제42권6호
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• pp.561-574
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• 2009

본 연구에서는 농업지역에서의 양수, 관개, 탈질작용을 고려한 불포화대 및 포화대 지하수 흐름 및 용질이동 모델인 VSFRT2D(Variably Saturated Flow and Reactive Transport model)를 개발하였다. VSFRT2D는 Richards equation을 지하수 흐름 지배방정식으로 이용하며, Thornthwaite 방법을 이용하여 강수가 일어나지 않을 때 지표면 증발산량 계산 절차를 포함하는 새로운 모델을 개발함으로써 기존의 불포화대 모델을 개선하였다. 또한 Monod kinetics에 기반한 생분해 기작을 네 개의 비선형 오염물 거동식과 세 종류의 미생물 거동식을 이용함으로서 탈질작용을 이 모델에 반영하였다. 개발된 모델을 질산성질소로 오염된 홍성 지역의 현장 관측 자료에 적용하였다. 본 연구에서는 강수, 양수, 증발산, 관개, 비료 투여 및 다양한 생분해 과정들이 지하수 흐름 및 오염물 거동에 미치는 효과들을 확인하기 위하여 각각의 과정을 개별적으로 나누어서 수치 모의한 후 각각의 결과를 상호 비교하였다. 수치 모의 결과 이 지역에서의 질산성 질소 농도 변화는 생분해에 의한 영향은 매우 미미하게 나타났다. 반면에 관개에 의한 양수, 강수, 질소 비료 시비에 의해서는 크게 영향을 받았다.

• Environmental Engineering Research
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• 제15권4호
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• pp.207-213
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• 2010

This study investigated the potential of using bottom ash to be used as an adsorbent for the removal of lead (Pb) from aqueous solutions. The physical and chemical characteristics of bottom ash were determined, with a series of leaching and adsorption experiments performed to evaluate the suitability of bottom ash as an adsorbent material. Trace elements were present, such as silicon and aluminum, indicating that the material had a good adsorption capacity. All heavy metals leached during the Korea standard leaching test (KSLT) passed the regulatory limits for safe disposal, while batch adsorption experiments showed that bottom ash was capable of adsorbing Pb (experimental $q_e$ = 0.05 mg/g), wherein the adsorption rate increased with decreasing particle size. The adsorption data were then fitted to kinetic models, including Lagergren first-order and Pseudo-second order, as well as the Elovich equation, and isotherm models, including the Langmuir, Freundlich and Dubinin-Radushkevich isotherms. The results showed that pseudo-second order kinetics was the most suitable model for describing the kinetic adsorption, while the Freundlich isotherm best represented the equilibrium sorption onto bottom ash. The maximum sorption capacity and energy of adsorption of bottom ash were 0.315 mg/g and 7.01 KJ/mol, respectively.