• 산업기술연구
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• 제34권
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• pp.45-52
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• 2014

In this paper the settlement characteristic of shallow foundation on sandy soil overlained by rigid ground was investigated by analyzing results of model tests. For model experiments, model tests were performed with sandy soils sampled from the field, changing the relative density of sandy soil and the ratio of thickness of sandy layer(H) to the width of model strip footing(B). As result of tests, settlement of sandy soils increases as the value of H/B increases, whereas it increases with relative density of soil. Bearing capacity decreases as the thickness of the sand layer relative to the footing width increases. In order to analyze the settlement characteristics of sandy ground, the results of model tests were compared with the predicted values using the empirical formulas proposed by Terzaghi, De Beer and Schmertmann. The method by De Beer was found to be in good agreements with test results.

• 한국해안·해양공학회논문집
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• 제33권3호
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• pp.110-121
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• 2021

산업화에 의해 소실된 갯벌의 중요성이 근래에 주목을 받으며 인공 갯벌의 조성 및 자연 갯벌의 유지 관리에 관심을 기울이고 있다. 하지만, 갯벌을 조성하는 실트, 진흙, 모래 등과 같은 저질에 의한 거동특성에 관해서는 충분한 이해가 부족하다. 갯벌과 같이 혼합토사의 이동특성에 관한 연구가 현지조사와 수리실험을 통해 이루어지고 있으나 이러한 연구결과에 기초한 수치모델의 개발은 미진한 실정이다. 본 연구에서는 갯벌을 구성하는 저질의 동적 관리를 효율적으로 수행할 수 있는 혼합토사 모델의 구축을 목적으로 한다. 혼합토사에 대한 표사이동 수치모델을 구축함에 있어서 혼합토사를 구성하는 모래와 진흙의 재현 및 이동에 따른 수치적 안정성이 우선 검토되어야 하므로 혼합토사를 구성하는 모래와 진흙의 체적관계를 토사의 기하학적 구조를 나타내는 시상도를 바탕으로 제안하였다. 혼합토사의 건조체적밀도를 고려하기 위해 진흙이 물을 함유하는 함수비를 도입하여 진흙의 건조체적밀도를 고려할 수 있게 하였다. 또한, 제안된 혼합토사의 수치해석 모델을 혼합토사의 사면 붕괴에 적용하여 사면 붕괴에 따른 진흙과 모래의 이동계산이 안정적으로 수행되는 것을 확인하였다.

• 한국농림기상학회지
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• 제1권2호
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• pp.119-126
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• 1999

대기 온도, 대기 일사량, 풍속, 대기 수증기압 등의 기상자료, 멀칭재료와 토양의 광학적 특성 및 열적 특성을 입력자료로 하여 토양 표면의 에너지 수지식과 토양 열흐름 방정식을 수치해석하여 멀칭한 토양의 온도를 추정하는 모델을 작성하였으며 또한 실측자료를 이용하여 모델을 검정하였다. 모델에 의한 지온의 추정에 있어서 토양온도의 초기 치는 시작일의 50cm깊이의 실측지온으로 하였으며, 계산은 0시에 시작하여 10분 간격으로 하였다. 모델은 지온의 시간 및 토층에 따른 변화를 잘 묘사하였다. 모델에 의해 추정된 값과 실측치와의 상관관계는 무멀칭의 5 cm 및 l0 cm에서 상관계수(n=720)가 각각 0.961, 0.966이었고, 같은 층위의 종이멀칭에서는 각각 0.969, 0.945이었고, 흑색 폴리에틸렌 필름 멀칭에서의 상관계수는 각각 0.915, 0.938이었다. 모델에 의해 추정된 값들이 실측치$\pm$2.0$^{\circ}$C 범위안에 들어가는 수가 전체 추정치중에서 차지하는 비율은 무멀칭처리의 5 cm 및 10 cm에서 각각 97.4%, 98.5%이었고, 종이 멀칭에서는 각각 95.8%, 97.4%이었으며, 흑색 폴리에틸렌 필름 멀칭에서 70.1%, 92.6%이었다. 이상의 결과에 의하면 멀칭에 따른 지온을 대체로 잘 묘사하는 것으로 판단된다. 다만 야간 지온추정에서 오차가 다소 컸는데 이는 야간의 대기 장파복사의 평가가 어렵기 때문이며 이에 대한 보완이 필요하다.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2005년도 Proceedings of ISRS 2005
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• pp.357-360
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• 2005

Soil loss is widely recognized as a threat to farm livelihoods and ecosystem integrity worldwide. Soil loss prediction models can help address long-range land management planning under natural and agricultural conditions. Even though it is hard to find a model that considers all forms of erosion, some models were developed specifically to aid conservation planners in identifying areas where introducing soil conservation measures will have the most impact on reducing soil loss. Revised Universal Soil Loss Equation (RUSLE) computes the average annual erosion expected on hillslopes by multiplying several factors together: rainfall erosivity (R), soil erodibility (K), slope length and steepness (LS), cover management (C), and support practice (P). The value of these factors is determined from field and laboratory experiments. This study calculated soil erosion using GIS-based RUSLE model in Imha basin and examined soil erosion source area using SPOT 5 high-resolution satellite image and land cover map. As a result of analysis, dry field showed high-density soil erosion area and we could easily investigate source area using satellite image. Also we could examine the suitability of soil erosion area applying field survey method in common areas (dry field & orchard area) that are difficult to confirm soil erosion source area using satellite image.

• Structural Engineering and Mechanics
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• 제56권1호
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• pp.27-47
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• 2015

In this study, the accuracy and reliability of fully nonlinear method against equivalent linear method for dynamic analysis of soil-structure interaction is investigated comparing the predicted results of both numerical procedures with the results of experimental shaking table tests. An enhanced numerical soil-structure model has been developed which treats the behaviour of the soil and the structure with equal rigour. The soil-structural model comprises a 15 storey structural model resting on a soft soil inside a laminar soil container. The structural model was analysed under three different conditions: (i) fixed base model performing conventional time history dynamic analysis, (ii) flexible base model (considering full soil-structure interaction) conducting equivalent linear dynamic analysis, and (iii) flexible base model performing fully nonlinear dynamic analysis. The results of the above mentioned three cases in terms of lateral storey deflections and inter-storey drifts are determined and compared with the experimental results of shaking table tests. Comparing the experimental results with the numerical analysis predictions, it is noted that equivalent linear method of dynamic analysis underestimates the inelastic seismic response of mid-rise moment resisting building frames resting on soft soils in comparison to the fully nonlinear dynamic analysis method. Thus, inelastic design procedure, using equivalent linear method, cannot adequately guarantee the structural safety for mid-rise building frames resting on soft soils. However, results obtained from the fully nonlinear method of analysis fit the experimental results reasonably well. Therefore, this method is recommended to be used by practicing engineers.

• Geomechanics and Engineering
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• 제6권3호
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• pp.277-292
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• 2014

Soil nailing, as an effective stabilizing method for slopes and excavations, has been widely used worldwide. However, the interaction mechanism of a soil nail and the surrounding soil and its influential factors are not well understood. A pullout model using a hyperbolic shear stress-shear strain relationship is proposed to describe the load-deformation behavior of a cement grouted soil nail. Numerical analysis has been conducted to solve the governing equation and the distribution of tensile force along the nail length is investigated through a parametric study. The simulation results are highly consistent with laboratory soil nail pullout test results in the literature, indicating that the proposed model is efficient and accurate. Furthermore, the effects of key parameters, including normal stress, degree of saturation of soil, and surface roughness of soil nail, on the model parameters are studied in detail.

• 한국지하수토양환경학회지:지하수토양환경
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• 제20권7호
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• pp.13-22
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• 2015

In this study, we have developed the performance evaluation model for the optimal soil remediation technology selection. Performance evaluation model is composed in the evaluation of two steps. In the first stage, the candidate technologies are derived according to the conditions of drilling, type and concentration of pollutants, and the saturated/unsaturated of target site. In the second stage, each individual candidate technology is evaluated by performance evaluation model. The performance evaluation model has 5 groups of evaluation items and 12 evaluation items which have their own evaluation index and their own weights through the AHP approach surveying 40 experts. From the case study of actual design cases, the applicability of the performance evaluation model was confirmed.

• 한국지하수토양환경학회지:지하수토양환경
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• 제8권4호
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• pp.21-26
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• 2003

황과 Powers(2003)는 입도분포와 공극크기분포에 로그분포함수를 적용하여, 입도분포로부터 토양수분특성을 직접 추정하는 간단한 모형을 개발하였다. 본 연구의 목적은 황과 Powers(2003)가 개발한 모형의 추정능력이 토성에 의해 영향을 받는가를 밝히는 것이다. 연구결과, 모형은 토성에 의해 영향을 받았고, 특히 토양내 세립질 분율이 커질수록 모형의 추정능력은 감소하였다. 또한 입도와 공극크기사이의 관계를 비선형으로 가정한 비선형모형이 선형모형보다 토성에 관계없이 그 추정능력이 크게 나타났다.

• Coupled systems mechanics
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• 제7권1호
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• pp.27-42
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• 2018

Behavior of soil is usually described with continuum type of failure models such as Mohr-Coulomb or Drucker-Prager model. The main advantage of these models is in a relatively simple and efficient way of predicting the main tendencies and overall behavior of soil in failure analysis of interest for engineering practice. However, the main shortcoming of these models is that they are not able to capture post-peak behavior of soil nor the corresponding failure modes under extreme loading. In this paper we will significantly improve on this state-of-the-art. In particular, we propose the use of a discrete beam lattice model to provide a sharp prediction of inelastic response and failure mechanisms in coupled soil-foundation systems. In the discrete beam lattice model used in this paper, soil is meshed with one-dimensional Timoshenko beam finite elements with embedded strong discontinuities in axial and transverse direction capable of representing crack propagation in mode I and mode II. Mode I relates to crack opening, and mode II relates to crack sliding. To take into account material heterogeneities, we determine fracture limits for each Timoshenko beam with Gaussian random distribution. We compare the results obtained using the discrete beam lattice model against those obtained using the modified three-surface elasto-plastic cap model.

• Water Engineering Research
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• 제5권1호
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• pp.1-16
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• 2004

The purpose of this study is to understand the characteristics of hourly PET(Potential Evapo Transpiration) variation estimated using Penman ET model. The estimated PET using Penman model was compared with measured ET. For this study, two subwatersheds were selected, and fluxes, meteorological data and soil moisture data were measured during the summer and winter days. During the winter days, the aerodynamic term of Penman ET is much greater than that of energy term of Penman ET for dry soil condition. The opposite phenomena appeared fer wet soil condition. During the summer days, energy term is much more important factor for ET estimation compared with aerodynamic term regardless of soil moisture condition. Penman ET, measured ET, and energy term show the similar hourly variation pattern mainly because the influence of net radiation on the estimation of Penman ET is much more significant compared with other variables. Even though there are much more soil moisture in the soil during the wet days, the estimated hourly ET from Penman model and measured hourly ET have smaller values compared with those of dry days, indicating the effect of cloudy weather condition.