• 제목/요약/키워드: soil profile

검색결과 490건 처리시간 0.034초

Static impedance functions for monopiles supporting offshore wind turbines in nonhomogeneous soils-emphasis on soil/monopile interface characteristics

  • Abed, Younes;Bouzid, Djillali Amar;Bhattacharya, Subhamoy;Aissa, Mohammed H.
    • Earthquakes and Structures
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    • 제10권5호
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    • pp.1143-1179
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    • 2016
  • Offshore wind turbines are considered as a fundamental part to develop substantial, alternative energy sources. In this highly flexible structures, monopiles are usually used as support foundations. Since the monopiles are large diameter (3.5 to 7 m) deep foundations, they result in extremely stiff short monopiles where the slenderness (length to diameter) may range between 5 and 10. Consequently, their elastic deformation patterns under lateral loading differ from those of small diameter monopiles usually employed for supporting structures in offshore oil and gas industry. For this reason, design recommendations (API and DNV) are not appropriate for designing foundations for offshore wind turbine structures as they have been established on the basis of full-scale load tests on long, slender and flexible piles. Furthermore, as these facilities are very sensitive to rotations and dynamic changes in the soil-pile system, the accurate prediction of monopile head displacement and rotation constitutes a design criterion of paramount importance. In this paper, the Fourier Series Aided Finite Element Method (FSAFEM) is employed for the determination of static impedance functions of monopiles for OWT subjected to horizontal force and/or to an overturning moment, where a non-homogeneous soil profile has been considered. On the basis of an extensive parametric study, and in order to address the problem of head stiffness of short monopiles, approximate analytical formulae are obtained for lateral stiffness $K_L$, rotational stiffness $K_R$ and cross coupling stiffness $K_{LR}$ for both rough and smooth interfaces. Theses expressions which depend only on the values of the monopile slenderness $L/D_p$ rather than the relative soil/monopile rigidity $E_p/E_s$ usually found in the offshore platforms designing codes (DNV code for example) have been incorporated in the expressions of the OWT natural frequency of four wind farm sites. Excellent agreement has been found between the computed and the measured natural frequencies.

Spatial Variability of Soil Properties using Nested Variograms at Multiple Scales

  • Chung, Sun-Ok;Sudduth, Kenneth A.;Drummond, Scott T.;Kitchen, Newell R.
    • Journal of Biosystems Engineering
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    • 제39권4호
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    • pp.377-388
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    • 2014
  • Purpose: Determining the spatial structure of data is important in understanding within-field variability for site-specific crop management. An understanding of the spatial structures present in the data may help illuminate interrelationships that are important in subsequent explanatory analyses, especially when site variables are correlated or are a combined response to multiple causative factors. Methods: In this study, correlation, principal component analysis, and single and nested variogram models were applied to soil electrical conductivity and chemical property data of two fields in central Missouri, USA. Results: Some variables that were highly correlated, or were strongly expressed in the same principal component, exhibited similar spatial ranges when fitted with a single variogram model. However, single variogram results were dependent on the active lag distance used, with short distances (30 m) required to fit short-range variability. Longer active lag distances only revealed long-range spatial components. Nested models generally yielded a better fit than single models for sensor-based conductivity data, where multiple scales of spatial structure were apparent. Gaussian-spherical nested models fit well to the data at both short (30 m) and long (300 m) active lag distances, generally capturing both short-range and long-range spatial components. As soil conductivity relates strongly to profile texture, we hypothesize that the short-range components may relate to the scale of erosion processes, while the long-range components are indicative of the scale of landscape morphology. Conclusion: In this study, we investigated the effect of changing active lag distance on the calculation of the range parameter. Future work investigating scale effects on other variogram parameters, including nugget and sill variances, may lead to better model selection and interpretation. Once this is achieved, separation of nested spatial components by factorial kriging may help to better define the correlations existing between spatial datasets.

粒子狀 物質中 金屬成分의 密度分布 (Density Distributions of Metallic Compounds in Particulate Matters)

  • 허문영;김형춘;손동헌
    • 한국대기환경학회지
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    • 제2권2호
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    • pp.9-18
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    • 1986
  • For identification and apportionment of sources emitting particulate matters in environment, the multi-elemental characterization of size-density fractionated particulate matters was carried out. Eight types of samples were tested; soil, flyash released from burning of bunker-Coil, diesel oil, coal, and soft coal, urban road-way dust, urban dust fall, and airborne particulate matter. The fractions of particulate matters obtained by heavy liquid separation methos with a series of dichloromethane-bromoform were then analyzed using atomic absorption spectrophotometry for Ni, Cr, Cu, An, Fe, Al, and Mg. Each sample showed a different concentration profile as a function of density, and a number of useful conclusions concerning characterization of elemental distribution were obtained. From the density distributions of elements in soil, the maximum value was found for all elements in the density range of 2.2 $\sim 2.9g.cm^{-3}$, including the density of $SiO_2$. However, the distribution of metallic compounds with the density lower than $2.2g.cm^{-3}$ was prevalent in urban roadway dust, urban dust fall, and airborne particulate matter. And the density distribution curves of these urban dusts also have the higher distribution at the density of 2.2 - 2.9g.cm^{-3}$, including the density of wind-blown silica. This tendency generally was prevalent in the natural source elements, such as Al, Fe, Mn, and Mg. The maximum values were found in the density ranges of 1.3 $\sim 2.2g.cm^{-3}$ from the density distribution of elements in oil fired flyash. These distributions of anthropogenic source elements, such as Zn, Ni, Cu, and Cr were higher predominately than those of natural source elements. And the higher distribution was found in the density range of $2.2 \sim 2.9g.cm^{-3}$ from the density distribution of elements in coal and soft-coal fired flyash. These distributions showed similar patterns to soil. But anthropogenic source elements somewhat predominated at the density ranges of $1.3 \sim 2.2g.cm{-3} and 2.9g.cm^{-3}$ to soil. Therefore the higher distribution of anthropogenic source elements in the density ranges of $1.3 \sim 2.2g.cm^{-3} and 2.9g.cm^{-3}$ was considered as anthropogenic origin.

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일반 현장 타설 말뚝과 분리형 현장 타설 말뚝의 거동 비교 (Comparison of Performance between Regular Drilled Shaft and Isolation Tube Drilled Shafts)

  • Kim, Myung-Hak;O'Neill, Michael W.
    • 한국지반공학회논문집
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    • 제16권1호
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    • pp.211-220
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    • 2000
  • 과압밀 점토층에 설치된 4개의 직경 305 mm 현장타설 말뚝(1개의 일반 현장타설 말뚝과 불포화 점토층에서 발생하는 주면 마찰력을 경감시키기 위해 분리형 튜브를 사용한 3개의 분리형 현장타설 말뚝)의 거동을 분석 비교하기 위한 실험적 연구를 수행하였다. 흡수력 측정을 하기 위해 말뚝 주변에 지반흡수력 측정 장치를 설치하였고 지표면 표고 변화도 측정하였다. 지표면 표고는 최고 40 mm까지 팽창하였고, 일반 말뚝은 5 mm, 분리형 말뚝은 1.5 mm 미만의 말뚝 두부 수직인발변위가 관측되었다. 분리형 말뚝에서 관측된 주면마찰력은 일반형 말뚝에 비해 미소하여 분리형 튜브를 사용한 분리형 현장타설 말뚝이 주위 지반의 팽창 수축에 의해 말뚝에 발생하는 주면 마찰력을 경감시키는데 매우 효과적이었다.

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크로스홀 탄성파 시험을 이용한 쇄석다짐말뚝의 시공직경 검측 (Logging for Diametric Variation of Granular Compaction Pile Using Crosshole Seismic Tests)

  • 박철수;정재우;김학성;김은정;목영진
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1415-1426
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    • 2008
  • Stone columns, locally called "GCP (granular compaction pile)" can be used to improve strength and resistance against lateral movement of a foundation soil like rigid piles and piers. Also installation of such a discrete column facilitates drainage, and densifies and reinforces the soil in the sense of ground improvement. The integrity of the GCP has been indirectly controlled with the records of each batch including depth and the quantity of stone filled. An integrity testing was attempted using crosshole S-wave logging. The method is conceptionally same as the crosshole sonic logging (CSL) for drilled piers. The only and critical difference is that S-wave should be used in the logging, because P-wave velocity of the stone column is less than that of ground water. The crosshole sonic logger does not have the capability to measure S-wave propagating through the skeleton of crushed stone. An electro-mechanical source, which can generate either P- or SH-waves, and a 1-D geophone were used to measure SH-waves. Two 76mm diameter cased boreholes were installed 1 meter apart across the nominal 700mm diameter stone column. At every 10cm of depth, shear wave was measured across the stone column. One more borehole was also installed 1 meter outward from the one of the above boreholes to measure the shear wave profile of the surrounding soil. The diametric variation of the stone column with respect to depth was evaluated from the shear wave arrival times across the stone column, and shear wave velocities of crushed stone and surrounding soil. The volume calculated with these variational diameters is very close to the actual quantity of the stone filled.

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Microbial composition and diversity of the long term application of organic material in upland soil

  • An, Nan-Hee;Park, Jong-Ho;Han, Eun-Jung;Hong, Sung-Jun;Kim, Yong-Ki;Jee, Hyeong-Jin
    • 한국유기농업학회지
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    • 제19권spc호
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    • pp.190-193
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    • 2011
  • Organic and chemical fertilizer amendments are an important agricultural practice for increasing crop yields. In order to maintain the soil sustainability, it is important to monitor the effects of fertilizer applications on the shift of soil microorganism, which control the cycling of many nutrients in the soils. Here, culture-dependent and culture-independent approaches were used to analyze the soil microorganism and community structure under six fertilization treatments, including green manure, rice straw compost, rapeseed cake, pig mature compost, NPK +pig mature compost, NPK and control. Both organic and chemical fertilizers caused a shift of the cultural microorganism CFUs after treatments. Bacterial CFUs of the organic fertilization treatments were significantly higher than that of chemical fertilization treatments. The DGGE profiles of the bacterial communities of the samples showed that the green manure treatment was a distinct difference in bacterial community, with a greater complexity of the band pattern than other treatments. Cluster analyses based on the DGGE profile showed that rice straw compost and pig mature compost had a similar banding pattern and clustered together firstly. Rapeseed cake, NPK, NPK +pig manure compost and control clustered together in other sub-cluster and clearly distinguished from green manure.

Moment-rotational analysis of soil during mining induced ground movements by hybrid machine learning assisted quantification models of ELM-SVM

  • Dai, Bibo;Xu, Zhijun;Zeng, Jie;Zandi, Yousef;Rahimi, Abouzar;Pourkhorshidi, Sara;Khadimallah, Mohamed Amine;Zhao, Xingdong;El-Arab, Islam Ezz
    • Steel and Composite Structures
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    • 제41권6호
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    • pp.831-850
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    • 2021
  • Surface subsidence caused by mining subsidence has an impact on neighboring structures and utilities. In other words, subsurface voids created by mining or tunneling activities induce soil movement, exposing buildings to physical and/or functional destruction. Soil-structure is evaluated employing probability distribution laws to account for their uncertainty and complexity to estimate structural vulnerability. In this study, to investigate the displacement field and surface settlement profile caused by mining subsidence, on the basis of a Winklersoil model, analytical equations for the moment-rotation response ofsoil during mining induced ground movements are developed. To define the full static moment-rotation response, an equation for the uplift-yield state is constructed and integrated with equations for the uplift- and yield-only conditions. The constructed model's findings reveal that the inverse of the factor of safety (x) has a considerable influence on the moment-rotation curve. The maximal moment-rotation response of the footing is defined by X = 0:6. Despite the use of Winkler model, the computed moment-rotation response results derived from the literature were analyzed through the ELM-SVM hybrid of Extreme Learning Machine (ELM) and Support Vector Machine (SVM). Also, Monte Carlo simulations are used to apply continuous random parameters to assess the transmission of ground motions to structures. Following the findings of RMSE and R2, the results show that the choice of probabilistic laws of input parameters has a substantial impact on the outcome of analysis performed.

콩 근류균(根瘤菌) Bradyrhizobium japonicum의 취락형태별(聚落形態別) 항생제(抗生劑) 반응(反應)과 혈청형(血淸型) 및 단백질전기영동(蛋白質電氣泳動) 유형(類型)의 다양성(多樣性) (Diversity of Bradyrhizobium japonicum with Different Colony Morphology in Intrinsic Antibiotic Resistance, Serological Property, and Protein Profile)

  • 강위금;하호성;정연태;강항원;윤한대;하영내
    • 한국토양비료학회지
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    • 제29권1호
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    • pp.60-66
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    • 1996
  • 콩 근류균(根瘤菌) B. japonicum의 취락형태(聚落形態)에 따라 항생제반응(抗生劑反應)과 혈청형(血淸型) 및 단백질(蛋白質) 전기영동(電氣泳動) 유형(類型)에 차이가 있을지 여부를 구명(究明)코자 우리나라 남부지방에 분포한 토착근류균(土着根瘤菌)을 대상으로 시험한 결과는 다음과 같았다. 1. 분리(分離)한 B. japonicum 120균주(菌株) 취락형태별(聚落形態別) 분포(分布)는 "Dry"형이 47%, "Wet"형이 41%, "Dry/Wet"형이 12%였다. 2. 항생제(抗生劑) 반응(反應)에 있어서 "Dry"형의 균주(菌株)는 chlorampenicole(200ug/ml)과 kanamycin(20ug/ml)에 대하여. "Wet"형은 erythromycin(100ug/ml)과 nalidixic acid(20ug/ml), spectinomycin sulphate(100ug/ml), streptomycin sulphate(10ug/ml), tetracycline(100ug/ml)에 대하여 각각(各各) 높은 내성(耐性)을 보였다. 3. B. japonicum의 취락형태별(聚落形態別)로는 혈청형(血淸型)의 구분(區分)을 보이지 않았으나, 각 혈청형(血淸型)에 속하는 균주중(菌株中)에는 혈청모균주(血淸母菌株)와 동일한 취락형태(聚落形態)를 가진 것이 많았다. 4. B. japonicum의 혈청학적(血淸學的) 분류결과(分類結果)는 단백질전기영동상(蛋白質電氣泳動上)의 밴드유형과 같았으며 특히, 복잡성(複雜性)에 있어서는 가장 복잡하였던 항생제반응(抗生劑反應) 유형(類型)과 지나치게 단순하였던 취락형태적(聚落形態的) 구분이 중간정도(中間程度)를 나타내어 실용성(實用性)을 보였다. 5. B. japonicum의 취락형태별(聚落形態別) 특성은 항생제반응(抗生劑反應)에서는 특이적(特異的)이었으나 혈청학적(血淸學的) 특성(特性) 및 단백질(蛋白質) 전기영동(電氣泳動) 유형(類型)에서는 다양(多樣)한 경향이었다.

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인공강우에 의한 alachlor, ethalfluralin, ethoprophos 및 pendimethalin의 토양표면 유출 (Runoff and Erosion of Alachlor, Ethalfluralin, Ethoprophos and Pendimethalin by Rainfall Simulation)

  • 김찬섭;임양빈;이영득;오병렬
    • 한국환경농학회지
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    • 제25권4호
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    • pp.306-315
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    • 2006
  • 강우에 의한 경사지 토양으로부터의 농약 유출양상을 파악하고 그에 대한 농약의 특성, 환경적 요인 및 영농방법 등의 영향 정도를 평가하기 위하여 토양흡착실험과 인공강우유출실험을 수행하였다. 흡착실험을 수행하여 농약의 이동 가능성과 이동형태를 파악하고 인공강우시설을 이용한 유출실험으로 강우양상 및 경사도의 영향 정도를 파악하여 농약의 표면유출에 의한 유실 수준을 평가하고자 하였다. 각 농약의 Freundlich 흡착계수 K는 ethoprophos $1.2{\sim}2.2$, alachlor $1.5{\sim}2.6$, ethalfluralin $56{\sim}94$ 및 pendimethalin $104{\sim}189$ 순이었다. 일반적인 흡착실험 방법인 용액에 존재하는 농약을 토양에 흡착시키는 방법보다 농약을 토양에 혼화처리한 후 탈착시키는 방법에서 흡착계수 값이 높았고, Freundlich 등온흡착식의 직선성을 나타내는 1/n 값은 탈착방법의 경우 $0.96{\sim}1.02$이었고 흡착방법의 경우는 $0.87{\sim}1.02$로 나타나 탈착방법에 의한 흡착계수 측정방법이 물질의 처리농도에 의하여 영향을 적게 받는 것으로 확인되었다. 영국 SSLRC의 이동성 분류기준으로 판단하면 alachlor와 ethoprophos는 moderately mobile$(75{\leq}Koc<500)$ 등급에 해당하였으며, ethalfluralin 및 pendimethalin은 Koc 4000을 초과하여 non-mobile 등급에 속하였다. 인공강우 처리구의 유출수 및 유실토양에 의한 농약 유실율은 각각 alachlor $1.0{\sim}6.4%$$0.3{\sim}1.2%,\;ethalfluralin\;1.0{\sim}2.5%$$1.7{\sim}10.1%,\;pendimethalin\;1.3{\sim}2.9%$$3.8{\sim}10.8%,\;ethoprophos\;0.6{\sim}2.7%$$0.1{\sim}0.3%$이었다. 인공강우실험 후 공약의 토심별 분포를 살펴 본 결과 alachlor와 ethopropho는 토심 $10{\sim}15cm$까지 이동하였고, ethalfluralin과 pendimethalin는 대부분 토심 5 cm 이내에 잔류하였다. 경사도 30%의 경우가 10%에 비하여 각 농약의 유실량이 $0.2{\sim}1.9$ 배 증가하였는데 유출수에 의한 농약의 유실량 차이는 유출수 중 농도 차이로 판단되며, 유실토양에 의한 농약 유실량 차이는 토양 유실량과 관계되는 것으로 생각되었다. 농약의 강우에 의한 유실은 복잡하게 작용하는 많은 환경적 요인에 의하여 영향을 받지만 정교하게 구성된 환경 시나리오에 의하여 예측 가능할 것으로 판단되었다.

주요 작물의 생육중에 침적한 $^{54}Mn,\;^{60}Co,\;^{85}Sr,\;^{137}Cs$ 의 지하이동 (Underground Migration of $^{54}Mn,\;^{60}Co,\;^{85}Sr\;and\;^{137}Cs$ Deposited during the Growth of Major Crop Plants)

  • 최용호;조재성;이창우;이명호;김상복;홍광희;최근식;이정호
    • Journal of Radiation Protection and Research
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    • 제21권1호
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    • pp.51-58
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    • 1996
  • 2년간의 온실실험을 통하여 벼, 콩, 배추, 무의 생육초기와 생육후기에 $^{54}Mn,\;^{60}Co,\;^{85}Sr,\;^{137}Cs$의 혼합용액을 산성 양질사토로 상층부를 채운 재배상자내 담수 또는 토양의 표면에 가하고 작물수확 직후에 지하 $15{\sim}20cm$까지 토양길이에 따른 방사성 핵종의 농도분포를 조사하였다. 방사성 핵종의 농도는 토양깊이에 따라 지수함수적으로 감소하는 경향으로 처리한 방사능의 80%이상이 지하 $3{\sim}4cm$ 이내 에 분포하였다. 핵종간 지하로의 이동성은 대체로 $^{85}Sr>^{54}Mn>^{60}Co{\geq}^{137}Cs$의 순이었다. 재배작물간에 이동 정도는 벼 재배토양에서 가장 높았고 N, P, K의 시비량이 가장 적었던 콩 재배토양에서 가장 낮았다. 두 처리시기간 지하분포 양상의 차이는 침적후 시간경과에 따라 단위시간당 지하 1cm 밑으로 이동하는 방사능량이 감소한다는 것을 나타내었다. 작물의 생육 초기에 방사성 핵종을 가한 후 실시된 염화칼리와 석회의 동시첨가로 핵종의 지하이동은 밭작물에서는 변화가 없거나 다소 억제되었으나 벼에서는 약간 촉진되었다.

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