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Issue Info: 
  • Year: 

    1394
  • Volume: 

    1
Measures: 
  • Views: 

    404
  • Downloads: 

    0
Abstract: 

لطفا برای مشاهده چکیده به متن کامل (PDF) مراجعه فرمایید.

Yearly Impact:   مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Issue Info: 
  • Year: 

    1384
  • Volume: 

    24
Measures: 
  • Views: 

    808
  • Downloads: 

    0
Abstract: 

لطفا برای مشاهده چکیده به متن کامل (PDF) مراجعه فرمایید.

Yearly Impact:   مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Issue Info: 
  • Year: 

    1387
  • Volume: 

    4
Measures: 
  • Views: 

    2899
  • Downloads: 

    0
Abstract: 

خاک شویی (soil Washing) یکی از روش های موثر پالایش خاک جهت حذف آلاینده های فلزی از خاک های آلوده می باشد. مقاله به بررسی انواع تکنولوژیهای مختلف روش خاک شویی در مقیاس های پایلوت و میدانی برای حذف خاک های آلوده به فلزات سنگین می پردازد. تکنولوژی های جداسازی فیزیکی، فرآیندهای استخراج شیمیایی و فرآیندهای جامع که ترکیبی از روش های فیزیکی و شیمیایی می باشد و همچنین اجزای اصلی، قابلیت اجرا، مزایا و محدودیت ها، روش های پیش بینی و بهبود اجرای تکنولوژی فیزیکی/ شیمیایی مورد بررسی قرار می گیرند. بیشتر پروژه ها بر اساس تکنولوژی های جداسازی فیزیکی به علت هزینه قابل قبول و قابلیت انجام آن در صنعت، صورت می گیرد. با توجه به شرایط اقتصادی و زیست محیطی، روش خاک شویی می تواند انتخاب خوبی به نسبت فرآیندهای تثبیت/ جامدسازی و دفن باشد. روش خاک شویی دارای مزیت هایی بوده که از جمله آنها (1) فرآیند در جهت حذف ماندگار فلزات از خاکهای آلوده می باشد و همچنین می تواند امکان بازیافت آنها را فراهم کند. (2) حجم خاک آلوده شده را به شدت کاهش می دهد و (3) خاک شستشو شده می تواند مجددا به محل بازگردانده شود. اگرچه موفقیت فرآیند خاک شویی نیازمند: (1) دانستن ویژگیهای کامل خاک (2) مطالعه نوع فلزات و (3) دانستن ارتباط میان ماتریس خاک و فلزات می باشد. خاک شویی می تواند به طور مستقل و همچنین در ترکیب با تکنولوژی های پالایش دیگر مورد استفاده قرار گیرد. بررسی کارایی روش خاک شویی (روش خارج ار محل) برای خاک های آلوده به آرسنیک (As)، کادمیوم (Cd)، کرومیوم (Cr)، مس (Cu)، جیوه (Hg)، نیکل (Ni)، سرب (Pb) و روی (Zn) در این مطالعه مورد ارزیابی قرار می گیرد.در تعریف سورفکتانت ها به عنوان عامل جاروب کننده و از بین برنده آلاینده ها در این روش می توان گفت که عوامل فعال سطحی یا سورفکتانت ها مواد شیمیایی هستند که بر روی سطح جذب می شوند با در سطح آزاد سیال یا سطح تماس بین دو سیال تجمع می کنند. این ترکیبات خواص بین سطحی مهمی دارند، که مهمترین خاصیت کاهش کشش بین سطحی و کشش سطحی است. در بیشتر نمونه های متعارف سورفکتانت ها از یک قسمت غیر قطبی و یک قسمت قطبی یا یونی تشکیل شده اند. اگر چه استفاده از سورفکتانت ها بیشتر جهت پالایش آلاینده های آلی است، حذف فلزات از خاک به وسیله آنها به صورت یک پروسه شیمیایی قابل بررسی می باشد.در این مقاله همچنین به بررسی و مقایسه تکنولوژیهای خاک شویی برای پالایش خاک آلوده به فلزات در آمریکا، کانادا و اروپا خواهیم پرداخت. استفاده از این روش به طور گسترده ای در اروپا انجام می شد و سپس در امریکا و اروپا گسترش یافت.

Yearly Impact:   مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Issue Info: 
  • Year: 

    2021
  • Volume: 

    12
  • Issue: 

    2 (43)
  • Pages: 

    1-15
Measures: 
  • Citations: 

    0
  • Views: 

    626
  • Downloads: 

    0
Abstract: 

Background and Objective: Biological soil crusts are a collection of lichens, mosses, fungi, cyanobacteria, etc. that are part of the soil ecosystem. Estimation of density and distribution of biological soil crusts in arid and semi-arid regions of Iran, which is the subject of soil erosion and wastage is very important. Methods based on remote sensing techniques are important in terms of cost and time less efficient methods to achieve this goal. Segzi plain is one of the critical points of wind erosion in Iran and identifying and determining the distribution of biological soil crusts as a soil modifier is an effective step in reducing wind erosion in the region. In this research, BSCI (Biological soil Crust) index has been used to prepare the distribution map of lichen-dominated biological soil crusts. Materials and Methods: The study area is part of the Sajzi Desert (Central Deserts of Iran) which is located in Isfahan province of Iran. The study area with an area of 199. 5 hectares is spread between the eastern lengths of 51o52'32" to 52o27'41" and the northern widths of 32o33'31" to 32o55'01". The average slope of Segzi plain is 1. 08 percent and its average height is 1680 meters. According to the statistics of East Isfahan Meteorological Station (Shahid Beheshti Station), the average annual rainfall in the region is 106 mm. According to the Dumarten climatic classification, the climate of the region is dry and according to the Amberge classification it is cold. The BSCI index is a combination of the relationships used to estimate vegetation and bare soil surface, and its mathematical relationship is the slope of the soil line. To calculate the soil line in an area, one must first separate the pixels that have bare soil and no vegetation. In order to calculate the soil line equation, in four seasons of a year, images of Landsat OLI 8 satellite related to 2018 were downloaded from the site of the US Geological Survey and 20 to 30 pixels of pure bare soil were extracted by drawing the reflection values of these pixels in the red and infrared band. Red near soil line coefficients were calculated for each season in the Segzi Plain. Based on BSCI index, lichen-dominated biological soil crust are identified using at least VIS-NIR spectral reflection and the slope between the red and green bands compared to bare soil and dry vegetation. Using ENVI software, the distribution shells of biological shells with lichen dominance were prepared in four seasons since 2018 in Segzi plain. Then, the prepared maps were validated based on land points and the total accuracy and kappa index were calculated in all four seasons. The collected lichen samples were identified based on their morphological characteristics and using a stereomicroscope, conventional microscope and common color reagents such as potassium hydroxide (KOH). After applying the BSCI index on the Landsat OLI 8 satellite image, using ENVI software, spectral profiles related to 4 points of Segzi plain in four seasons of the year were prepared and the spectral reflection in four seasons of the year in different points were examined. Results and Discussion: The slope of the soil line is lower in the rainy season, which coincides with the growth of herbaceous and annual plants, compared to the summer season, which has the least amount of rainfall, and the annual plants have dried up and become extinct. In May, the slope of the soil line was minimal (0. 39) and in late summer it has its maximum value (0. 78). In fact, the slope of the soil line has decreased from mid-August to May, and then has increased with the loss of annual vegetation and the increase of bare soil surface. The distribution maps of bio-shells in all four seasons of the year were validated during field visits and the year it was found that the highest accuracy of the map related to the map produced from Landsat 8 image is related to summer with 94% total accuracy and Kappa index equal to 0. 7412. Interpretation of the spectral profiles of the BSCI index shows that the reflections of the spectra related to the zephyr and strain prepared on the lichen dispersion points are very close to each other and also the spectral profiles of the mid-autumn and early spring are quite consistent. Whereas in the faults, which did not cover the biological crust, the amount of reflection was higher and there was a slight difference between the reflection diagrams of autumn and spring. Although the reflectance values of a range of agricultural lands and the distribution points of biological crusts are very close to each other, the spectral diagrams of all four seasons are very different from each other. But in all seasons of the year and in all places, the least reflection has occurred in the beginning of winter and the most reflection has occurred in summer. The climate of Segzi plain is Mediterranean and precipitation occurs in the cold season of the year. Simultaneously with the increase of precipitation from the middle of autumn, annual plants and mosses at the base of shrubs begin to grow and reach their peak in early winter and again at the beginning of spring. Decreases in rainfall have reduced their density. If the winter spectrum has the least reflection in all places. While in late summer, when the annuals and mosses have dried up, it has had the greatest spectral reflection. In Fasaran, which is a barren area and a landfill, it has shown its maximum reflection. Therefore, the BSCI index relative to the percentage of organic matter has a significant error in the detection of biological soil crust and where the organic matter is high may not provide accurate diagnosis of soil bioshells. Of course, since the BSCI index is defined for the detection of throat compounds in lichen tissues. The error rate for organic matter is reduced to a minimum. As it has been observed in the final map, there is no cover of biological soil crusts in Fasaran and only soil biological crusts are observed in the areas around Fasaran in the agricultural areas. In agricultural areas, due to human intervention and cultivation, the amount of annual plants is different from the field of natural resources in different seasons of a year have become. Conclusion: Spectral similarity of the most important soil surface, including vegetation, the involvement of human factors in increasing or decreasing soil organic matter, bare soil, etc. limits the efficiency of the BSCI index and therefore in the time period of satellite images and regional conditions have a great impact on It has the accuracy of BSCI index.

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Author(s): 

Ouria Ahad | Farsijani A.

Issue Info: 
  • Year: 

    2023
  • Volume: 

    23
  • Issue: 

    1
  • Pages: 

    119-134
Measures: 
  • Citations: 

    0
  • Views: 

    8
  • Downloads: 

    0
Abstract: 

Natural soils pose an inter particle bonds that makes their compression and failure behavior different than the compression and failure behavior of remolded soils. Different reasons have been suggested for the creatin of inter   particle bonds, including natural cementation, carbonating agents, and aging. These classes of soils are called Structured soil. Structured soils could also be produced from artificial cementation by cement, lime, and other chemical agents. Overconsolidated generally show different compression behavior in overconsolidated state and normally consolidated state and their compression index in both states are different. Structured materials show a highly nonlinear compression behavior after initial yielding in the normally consolidated state. Their compression index has a large value at the beginning of the virgin yielding and decreases as the structure of the soil crashes. This highly nonlinear behavior prevents from adapting the conventional linear compression models in both semilogarithmic or fully logarithmic scale in e-log(p) or ln(1+e)-ln(p) spaces. On the other hand, sampling disturbs the soil samples and destructs the soil structure. Although there are several new sampling methods and apparatuses to reduce the disturbance of the samples, however the disturbance could not be completely removed from sampling procedure. Disturbance of the samples makes the determination of the precompression pressure of the soil samples where the compression regime of the soil changes, very complicated. There are several methods for determination of the precompression pressure of disturbed samples that most of them are based on graphical procedures. This paper presents a contentious compression model for volumetric compression and yielding of Structured soils considering the effect of the sample disturbance on the determination of the precompression pressure. The compression behavior of the Structured soil in low stress levels where the structure of the soil is relatively intact (RI) is known and can be measured in the laboratory. Also, the compression behavior of a Structured soil at very high stress level where in fully adjusted (FA) state is similar to the compression behavior of the same soil in remolded state. The compression behavior of the Structured soil with some degree of the disturbance must lays between these two reference states. Based on the Disturbed State Concept (DSC) the behavior of any complex phenomenon between two reference states of RI and FA could be completely described using a coupling mechanism called the state function. In this paper, the compression curve of the soil in low stress levels at overconsolidated state was considered as RI state and the compression curve of the same soil in the remolded state was considered as FA state.  A continuous sigmoid form state function was proposed for description of the continuous change of the e-log(p) curve of the soil from overconsolidated state to normally consolidated states. The effect of the sample disturbance was introduced in the state function by an intactness parameter. High values of the intactness parameter produce distinctive changes from overconsolidated regime to normally consolidated regime that is the main character of intact samples. Based on the proposed model the precompression pressure could be determined minimizing the deviations of the predicted results from observed results in compression test. The proposed model was verified by data reported in the literature and also laboratory tests conducted by the authors. The verification of the model showed the ability of the model in determination of the precompression pressure of artificially overconsolidated samples with known precompression pressures more precise than the other methods.

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Author(s): 

OURIA AHAD | BEHBOODI TAGHI

Issue Info: 
  • Year: 

    2017
  • Volume: 

    47
  • Issue: 

    1 (86)
  • Pages: 

    1-9
Measures: 
  • Citations: 

    0
  • Views: 

    297
  • Downloads: 

    110
Abstract: 

1. Introduction: Cement treatment produces bonding strength between soils particles that makes their behavior different from the behavior of reconstructed soils without structure. Soft cemented soils show a great change in their void ratio after virgin yielding as the result of destruction of their cemented structure. In this paper the compressibility of soft cemented soils was investigated in the laboratory. In order to obtain highly compressible cemented soil specimens, an artificially soil was produced mixing clay, silt and sand with cement and polystyrene granules with water content more than liquid limit. …

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Issue Info: 
  • Year: 

    2007
  • Volume: 

    12
  • Issue: 

    -
  • Pages: 

    206-212
Measures: 
  • Citations: 

    1
  • Views: 

    128
  • Downloads: 

    0
Keywords: 
Abstract: 

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View 128

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Issue Info: 
  • Year: 

    2024
  • Volume: 

    11
  • Issue: 

    8
  • Pages: 

    5-17
Measures: 
  • Citations: 

    0
  • Views: 

    6
  • Downloads: 

    0
Abstract: 

Facilities built in areas affected by earthquake activity, such as tunnels, which have always been an integral part of human life, must withstand both dynamic and static loading. It has led to the need for practical studies on the effects of earthquakes on underground structures and the factors affecting their destruction. For this purpose, in this research, at first different patterns of tunnel’s excavation were investigated and by using Plaxis 2D software and based on Tabas earthquake in Iran, sensitivity analysis on geotechnical parameters of the soil surrounding tunnel such as cohesion, friction angle, unit weight and modulus of elasticity was carried out, and the parameters whose changes have the greatest and least effects on the bending moment changes on the tunnel lining are introduced. The results show that tunnel excavation patterns significantly affect the bending moment, axial forces, displacements, and surface settlement of the tunnel. Often, by dividing tunnel excavation area to small parts, the values of bending moment, axial forces, displacements, and surface settlement of the tunnel decreases in static analysis. Also, outputs of sensitivity analysis on geotechnical parameters of the soil surrounding tunnel showed that modulus of elasticity of the soil surrounding tunnel has the most effect and cohesion changes have the least effect on bending moment induced on tunnel lining..

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Author(s): 

BRAUN D.

Journal: 

PHILOSOPHICAL STUDIES

Issue Info: 
  • Year: 

    1994
  • Volume: 

    74
  • Issue: 

    2
  • Pages: 

    193-219
Measures: 
  • Citations: 

    1
  • Views: 

    93
  • Downloads: 

    0
Keywords: 
Abstract: 

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Author(s): 

PAQUET C. | KUMACHEVA E.

Journal: 

MATERIALS TODAY

Issue Info: 
  • Year: 

    2008
  • Volume: 

    11
  • Issue: 

    4
  • Pages: 

    48-56
Measures: 
  • Citations: 

    1
  • Views: 

    138
  • Downloads: 

    0
Keywords: 
Abstract: 

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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