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numerical modeling

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تکرار جستجوی کلیدواژه numerical modeling در نشریات گروه علوم انسانی
  • فاطمه درگاهیان*، عادل جلیلی، علیرضا بالالان فرد، طاهره آقازاده
    هدف از این مطالعه تعیین حداکثر توان تولید گرد و غبار 4 کانون در تولید گرد و غبارهای بیشینه استان خوزستان است. با توجه به اطلاعات میدانی بافت خاک و کاربری اراضی، از مدل شیمیایی WRF-CHEM برای شبیه سازی وقوع طوفان های گرد و غباری شدید استفاده شد. به منظور شبیه سازی وقوع طوفان گرد و غبار و برآورد حداکثر توان تولید گرد و غبار در اوج فعالیت سامانه گرد و غباری چهار مرکز فرضی داخلی در استان خوزستان انتخاب شد. علاوه بر داده های غلظت گرد و غبار سازمان محیط زیست، در راستی آزمایی رویداد و انتخاب سامانه از داده های سازمان هواشناسی؛ سمت و سرعت باد و میدان دید افقی استفاده شد. ابتدا شبیه سازی در حالت واقعی و با فیزیک کامل مدل انجام شد و در مرحله بعد میزان تولید غبار و نقش هر کانون با فرض مرطوب سازی شدن لایه سطحی خاک و زمین بررسی شد. از بین 94 سامانه گرد و غبار با تعریف حداکثر شرایط رویداد، 39 سامانه اصلی انتخاب شد. نتایج نشان داد که هر یک از کانون ها به طور متوسط و مستقل در طوفان های رخ داده طی دو دهه (2003-2018) باعث افزایش گرد و غبار و تغذیه سامانه های مهاجر به منطقه شده اند. بیشینه سهم هرکانون به تفکیک و همزمان باهم در اوج فعالیت سامانه های گرد و غباری مشخص شد. نتایج نشان داد در اوج فعالیت سامانه های گرد و غباری بیشینه توان تولید منبع 1 (هورالعظیم و خرمشهر شمالی) به طور میانگین 14/65 درصد، منبع 2 (کانون ماهشیر، امیدیه و هندیجان) 91/59 درصد، منبع 3 (شهرستان اهواز شرقی) 27/52 درصد و منبع 4 (جنوب شرق اهواز) 74/55 درصد بوده است. سهم کل میانگین تولید گرد و غبار در چهار کانون استان 62.94 درصد بوده که در صورت کسر آن از  میزان گرد و غبار تولیدی در منطقه جنوب خوزستان که 83.30 درصد کل گرد و غبار خوزستان در زمان وقوع سامانه های مختلف است ، 36/20 درصد باقی مانده که این مقدار سهم منابع ناشناخته مانند منابع ثانویه است که پتانسیل تولید گرد و غبار را دارند یا گرد و غبار ایجاد شده از آنها حاصل تخلیه منابع عمده و بزرگتر است. آگاهی از سهم هر یک از کانون های متعدد گرد و غبار در دشت خوزستان می تواند به تصمیم گیران برنامه های عملیاتی برای کنترل کانون های ریزگرد داخلی کمک کند.
    کلید واژگان: غلظت گرد و غبار، میدان دید افقی، مدلسازی عددی، ریزگردانی دینامیکی، پتانسیل تولید گرد و غبار
    Fatemeh Dargahian *, Adel Jalili, Alireza Balalan Fard, Tahereh Aghazadeh
    The purpose of this study is to determine the contribution of the maximum dust production capacity of 4 centers in the maximum dust production of Khuzestan province. According to the field information on soil texture and land use, the WRF-CHEM chemical model was used to simulate the occurrence of severe dust storms. To simulate the occurrence of a dust storm and estimate the maximum power of dust production at the peak of the activity of the dust system of four hypothetical centers in Khuzestan province, in addition to the dust concentration data of the environmental organization, in the verification of the event and the selection of the system from the data meteorological organization; Wind direction and speed and horizontal field of view were used. First, the simulation was done in real mode with full physics of the model, and in the next step, the amount of dust production and the role of each dust center in the centers were checked with the assumption of moistening of the surface layer of soil and ground. Among the 94 dust systems by defining the maximum event conditions, 39 main systems were selected. The results showed that each of the foci, on average and independently, caused an increase in dust and feeding systems that migrated to the region during the storms that occurred over two decades (2003-2018). The maximum contribution of each center was determined separately and simultaneously at the peak of the activity of the dusting systems. The results showed that at the peak of the activity of the dust collection systems, the maximum production capacity of source 1 (Horal Azim and North Khorramshahr) is 65.14% on average, source 2 (Mahshahr Center, Omidieh and Hindijan) is 59.91%, source 3 (East Ahvaz city) was 52.27% and source 4 (southeast of Ahvaz) was 55.74%. The total share of the average dust production in the four centers of the province is 62.94%, which if it is deducted from the amount of dust produced in the southern region of Khuzestan, which is 83.30% of the total dust in Khuzestan during the occurrence of different systems. , the remaining 20.36 percent, which is the share of unknown sources such as secondary sources that have the potential to produce dust or the dust created from them is the result of the discharge of major and larger sources. Knowledge of the contribution of each of the numerous dust centers in the Khuzestan Plain can help the decision-makers of operational plans to control internal fine dust centers.
    Keywords: Dust Concentration, Horizontal Field Of View, Numerical Modeling, Dynamic Downscaling, Dust Generation Potential
  • Morteza Alemyparvin, Mehdi Kouhdaragh *
    The present study studies and evaluates the interactions between the states of structure-soil interaction for strip foundations reinforced with pile pedestals under dynamic loads such as earthquakes. To do this, the first design of strip foundation on sandy soil attempted to understand the geotechnical behavior of foundation under dynamic loading. The strip foundation is a regular procedure used to improve the dynamic response to earthquakes. As a methodology, the finite element method and Plaxis software were used to simulate the displacement and deformation condition of the soil-structure interaction. According to the results, the program was successfully implemented to model the strip reinforced foundations in saturated sandy soil under dynamic loading.
    Keywords: Numerical modeling, seismic behavior, Finite Element Method, Strip foundation, PLAXIS
  • Leyla Hamedi, Ali Sanaeirad *
    In the present study, the performance of micro-piles for the improvement of loose sandy soils under dynamic loading on strip foundations was investigated. For this purpose, finite element numerical method (FEM) by Plaxis3D software has been used to implement loading conditions and evaluate deformations in loose sandy soils below the strip. The modeling process includes geometrical, behavioral models, boundary condition, material properties and dynamic modeling which that implemented on both unreinforced and reinforced strip foundation by micro-pile. Based on the results of the study, it can be well stated that the implementation of micro-piles has been able to improve loose sandy soils in strip foundations under dynamic loading conditions. So, the use of micro-communities in improving soil conditions against similar soils can be suggested.
    Keywords: Numerical modeling, Strip foundation, Granular Soils, Finite Element Method, Plaxis3D
  • Seyed Shahb Emamzadeh, Amir Taheri *
    In the design and operation of earthen dams, leakage control and permeability of the bed can be considered as one of the most important geotechnical and hydraulic issues of the dam. Studies have shown that the optimal implementation and functional control of the sealing curtain significantly plays a significant role in reducing leakage flow and also the stability of the dam. In this regard, in the present study, an attempt has been made to pay attention to this issue and to evaluate the leakage and permeability conditions to evaluate the performance of the sealing curtain for Abbasabad earthen dams based on layered bed sediments. To take. For this purpose, the finite element numerical approach and Plaxis software have been used. Methodologically, two modeling groups were implemented for the dam state without sealing the curtain and with the sealing curtain, and then the dam was dewatered and the hydraulic behavior was measured. The results of the simulation show that when the sealing curtain was not implemented, these elements had limited changes in the range of the dam core, which has become more widespread with the implementation of the sealing curtain. This issue indicates the movement and effect of the current resulting from the implementation of the sealing curtain in the area of the dam core. However, the stress drop in the dam area indicates the activity of the drains in order to relieve the pore water pressure. On the other hand, the strain expansion in the core range reflects the phenomenon of fine-grained plastic behavior resulting from in-situ stress and pore-water pressure.
    Keywords: Earth-dams, Sealing curtain design, Numerical modeling, Host sediments, PLAXIS
  • Bahram Chatrenoor *, Ahmad Maleki

    The performance of piles in liquefied soils is much more complex than the performance of piles in non-liquefied soils; Because in this case, in addition to the fact that the pile is subjected to different dynamic loads, both from the structure and from the soil, the strength and hardness of the soil decreases over time due to nonlinear behavior of the soil and increasing pore water pressure. And several numerical analyzes have been done in this field, the mechanism of interaction of the structure-soil pile set during liquefaction has not been determined yet. Thus, the presented study attempted to provide the numerical modeling to understand the piles behavior in liquefied soils. In this regard, the finite element codes by Plaxis software was use to simulate and extract the deformation status for piles constructed on deep liquefied soils. According to the prepared modeling successfully used for deformation, liquefaction, and piles performance analyses.

    Keywords: Liquefaction, Pile bearing capacity, Numerical modeling, Water pore-pressure, PLAXIS
  • Morteza Alemyparvin *
    Application of soil nailing in stabilization of excavation operations in urban area’s constructions is most flexible and capable techniques for earth retention under soil mass instabilities. In general, the implementation of the soil nailing method is step-by-step, and this issue itself causes various and step-by-step changes in the excavation area. Therefore, by studying these stepwise deformations, it can be obtained the development of soil’s failure mass step-by-step. In this regard, presented article tried to investigate the stepwise deformations’ analysis in soil nailing operation in excavated soils using finite element numerical method and Plaxis2D software. The modeling was performed during four drilling stages and the changes in the slope stability as well as the deformations’ expansion in slope mass (sand and clay) were investigated. Based on the simulation results, it has been determined that with increasing depth, the degree of confidence in the slope (safety factor) for 2 different arrangements decreases step-by-step and the plastic area increases towards the bottom of the pit. But the nailing wall shows a good ability to curb instability.
    Keywords: Numerical modeling, Finite Element Method, Nailing, Excavation, Plaxis2D
  • Leyla Hamedi, Ali Sanaeirad *
    Soil improvement can be expressed as one of the most important applied achievements of geotechnical engineering to improve the resistance conditions and properties of soil mechanics in a wide range of soil materials. The purpose of the improvements is to achieve proper resistance of soils (especially loose soils) to failure, which can cause serious damage and costs to construction projects. The micro-pile is one of most effective stabilization methods, which is used in the materials’ limitations and it is more economical than other techniques. The present study is based on investigation on the micro-piles’ performance to the improvement of sandy soil’s slope under dynamic earthquake loading. Methodologically, the finite element numerical method and Plaxis3D software have been used to implement the loading conditions and evaluate the deformations that have occurred in loose body of slope. The modeling process can be divided into two modeling groups, including slope with and without reinforced by micro-piles which is indicate the improvement process based on deformation reduction by stabilization technique. According to the results of the numerical simulation, it has been found that the use of micro-piles can be very effective on slope stability of the excavated trench in loose soil.
    Keywords: Numerical modeling, Finite Element Method, Slope Stability, Micro-pile, Plaxis3D
  • Morteza Alemyparvin *
    Investigating of foundations actions on soil is one of the most important topics in geotechnical engineering. This behavior indicates the stability conditions of the foundation under structure loading on the foundation and soil responses. In this regard, the foundation’s behavior is affected by soil behavior and failure is likely. In recent years, the use of soil reinforced stabilization is considered as the most successful procedure to increase bearing capacity and reduce foundation’s settlements. In this paper by using finite element numerical modeling, attempted to evaluate the behavior of the geogrid-reinforced soil which conducted by Plaxis2D software. For this purpose, with the series of modeling, the soil- foundation behavior for both unarmed and reinforced conditions has been evaluated and the of geogrids performance was estimated. Based on the results of modeling, it has been determined that the geogrids has a good ability to improve and stabilize soil conditions.
    Keywords: Numerical modeling, Finite Element Method, Geotextile, Shallow foundation, PLAXIS
  • Reza Poursalim *, Alireza Alizade Majdi
    The presented study provide the numerical view and finite element (FEM) based modeling for earth-dam sealing curtains wall in earth-dam by using grout injection procedure. In this regard the plaxis software was used to estimate the variations and provide the simulation which is implemented in geometrical modeling, boundary conditions, assign materials properties, behavioral model, mechanical modeling and seepage analysis. Modeling conduced for two case groups related to before and after curtains wall design. According to the results of seepage analysis, it has been determined that when the sealing curtain is not applied, deformations due to stress, strain and pressure of the perforated water cause changes in the dam area and its expansion in sediments. On the other hand, the expansion of strain in the core range reflects the phenomenon of plastic behavior of the core and downstream, which is the result of in-situ stress and water pore-pressure in it.
    Keywords: Earth-dam, Grouting, Numerical modeling, Finite Element Method, PLAXIS, Dam curtains wall
  • وهاب امیری*

    در این مطالعه سعی شده است برهمکنش منابع آب زیرزمینی محدوده ارومیه با دریاچه ارومیه از طریق مدل سازی عددی مورد بررسی قرار گیرد. مدل مفهومی آبخوان ارومیه با استفاده از اطلاعات موجود و نتایج حاصل از مطالعات ژیوفیزیکی تهیه شده است. مدل سازی جریان و انتقال مواد محلول در بخش ساحلی آبخوان ارومیه با استفاده از بسته نرم افزاری GMS انجام شده است. در این مورد، ابتدا جریان آب زیرزمینی با استفاده از ماژول MODFLOW مدل سازی شده است و پس از آن، انتقال مواد محلول (در این مطالعه، غلظت کلراید) با بهره گیری از کد MT3DMS به انجام رسیده است. پس از تهیه مدل جریان و انتقال مواد محلول، خروجی ها به عنوان داده ورودی در کد SEAWAT مورد استفاده قرار گرفته است. کالیبراسیون پارامترهای هیدرولیکی آبخوان با استفاده از کد PEST و روش دستی انجام شد. در مرحله ناپایدار و اجرای مدل با پارامترهای کالیبره شده، مقدار ME، MAE و RMSE مدل به ترتیب به 11/0، 14/1 و 41/1 رسیده است. بررسی نتایج مدل سازی جریان، انتقال مواد محلول و اختلاط آب شور و شیرین در آبخوان دشت ارومیه نشان می دهد که در وضعیت کنونی منطقه، ارتباط بین آبخوان ارومیه و دریاچه ارومیه در کم ترین مقدار ممکن وجود دارد و احتمال نفوذ آب شور به این آبخوان بسیار پایین است. علاوه بر این، تحلیل رفتار منابع آبی در بخش ساحلی این آبخوان در دو سناریو شامل کاهش 50 درصدی آورد 4 رودخانه اصلی و افزایش 50 درصدی برداشت آب زیرزمینی نشان می دهد که تغییر قابل توجهی در نتایج این مدل ایجاد نشد.با توجه به اینکه انتقال مواد محلول تابعی از دینامیک جریان در منطقه است، جریان یک طرفه آب زیرزمینی به سمت دریاچه ارومیه، وجود رسوباتی با مقدار تراوایی پایین (به دلیل اندازه ریز ذرات و تشکیل لایه های نمکی) مانع ورود شورابه دریاچه ارومیه به محیط آبخوان می شود.

    کلید واژگان: آب زیرزمینی، مدلسازی عددی، پتانسیل نفوذ آب شور، آبخوان ارومیه، دریاچه ارومیه
    Vahab Amiri *

    In this study, we have tried to investigate the interaction between groundwater resources of the Urmia domain and Urmia Lake through numerical modeling. The conceptual model of the Urmia aquifer has been prepared using available information and results of geophysical studies. Modeling of flow and soluble transport in the coastal part of Urmia aquifer has been done using the GMS software package. In this case, groundwater flow is first modeled using the MODFLOW module and then the solute transport (in this study, chloride concentration) is performed using the MT3DMS code. After modeling the flow and soluble transport, the outputs are used in the SEAWAT code. The calibration of aquifer hydraulic parameters was performed using the PEST code and manual method. In running the model in unsteady state and using calibrated parameters, the values of ME, MAE and RMSE of the model reached 0.11, 1.14 and 1.41, respectively. The results of flow modeling, solute transport, and mixing of saline and freshwater in the Urmia aquifer show that in the present situation, the relationship between the Urmia aquifer and Urmia Lake is as low as possible and the salinity of the aquifer is very low. Besides, the analysis of the water resources behavior in the coastal parts of this aquifer in two scenarios, including the 50% reduction in discharge of four main rivers and the 50% increase in groundwater extraction, shows that no significant change was made in the results of this model. Since solute transport is a function of flow dynamics in the region, a one-way flow of groundwater towards Urmia Lake, low permeability sediments (due to particle size and formation of salt layers) prevents the invasion of the Urmia Lake saltwater into the aquifer environment.

    Keywords: Groundwater, Numerical modeling, Saltwater intrusion potential, Urmia aquifer, Urmia Lake
  • زهرا یارمرادی، بهروز نصیری*، غلام حسن محمدی، مصطفی کرم پور

    توفان گرد و غبار یکی از معضلات زیست محیطی است که اثرات مخربی بر روی سلامتی انسان، کیفیت هوا و اقتصاد کشورهای جهان می گذارد. هدف از این تحقیق تحلیل همدید و شناسایی منشا گرد و غبارهای وارد شده به شرق ایران و ردیابی مسیر حرکت آن ها می باشد. ابتدا با استفاده از داده های دید افقی، تصاویر ماهواره ای، شاخص گرد و غبار مربوط به ماهواره OMPS و شاخص عمق نوری آیروسل ها (AOD)، توفان های گرد و غبار شرق ایران طی دوره آماری 2010 تا 2018 مورد بررسی قرار گرفت. سپس داده های فشار، سمت و سرعت باد و ارتفاع ژیوپتانسیل و جریان های جتی در سطوح مختلف جوی از مرکز اروپایی پیش بینی های هواشناختی (ECMWF) با قدرت تفکیک مکانی 25/0× 25/0 دریافت شد. در نهایت برای مشخص کردن منشا شکل گیری توفان از مدل HYSPLITE استفاده شد. نتایج نشان داد که 67/46 درصد از توفان های منطقه به صورت محلی و 33/33 درصد به صورت انتقال یافته از محل دیگر می باشند و 20 درصد نیز به صورت همزمان رخ داده است. نتایج حاصل از مطالعات ماهواره ای نشان داد که توفان های انتقال یافته معمولا در جنوب عراق و مرکز عربستان شکل گرفته و سپس به سمت منطقه مورد مطالعه انتقال یافته است که با نتایج حاصل از مدل مقایسه و صحت سنجی شد. بررسی های همدیدی این نوع توفان ها نیز نشان داد که منشا سینوپتیکی آن ها، باد شمال می باشد که در اکثر موارد همگرایی جت استریم جنب حاره و قطبی، شرایط مطلوبی برای رخداد توفان های شدید گرد و غبار فراهم آورده است. نتایج توفان های شکل گرفته درخود محل نیز نشان داد که عامل توفان  ناشی از گرادیان شدید فشاری، سیکلون و دخالت جریانات رودباد است.

    کلید واژگان: مدل عددی، گرد و غبار، HYSPLI، AOD
    Zahra Yarmoradi, Behrooz Nasiri *, GholamHassan Mohammadi, Mostafa Karampour

    Dust storms are one of the environmental problems that affect human health, air quality and the economies of the countries of the world on a large scale. The purpose of this study is the identification of the source of dust entering the east of Iran and tracking its route. Initially, using horizontal visibility data, satellite imagery, Dust Aerosol Index related to the OMPS, and AOD, the dust storms detected from 2000 until 2018 were examined. Then, the pressure data, wind direction, wind speed, geopotential heights and jet streams at various atmospheric levels were obtained from the European Meteorological Center (ECMWF) with a spatial resolution of 0.25 * 0.25. Finally, the HYSPLTE model was used to determine the origin of the storm formation. The results showed that 46.67% of the region's dust storms were local, 33.33% were transmitted, and 20% occurred concurrently. The satellite studies of the transmitted dust storms showed that they formed in southern Iraq and central Saudi Arabia and then moved to the studied area, which was compared with the results of the model. Synoptic studies also showed the synoptic origin of the storms and their being structured by northern winds, where jet streams and polar jet streams converge to provide favorable conditions for dust storms. The study of the storms formed at the site indicated that severe storms in the area could be due to the pressure gradient, cyclones and jet stream interference in the area.

    Keywords: Numerical modeling, Dust storm, HYSPLI, AOD
  • میثم طولابی نژاد، زهرا حجازی زاده*، محمد سلیقه

    تحقیق حاضر با هدف بررسی و شناسایی اثر سامانه های بندالی بر ترسالی ایران، طی دوره 1975-2016 با استفاده از شاخص عددی بندال انجام گرفت. نتایج نشان داد در فصول سرد مرکز بیشتر بندالهایی که جو ایران را متاثر کرده اند، در منطقه اطلس شمالی می باشد. همچنین بررسی شدت بندالهای موثر بر آب و هوای ایران نشان داد که بندال قوی از نظر فراوانی بیشترین تعداد را پس از بندال متوسط دارد و این نشان می دهد که ایران بیشتر تحت تاثیر بندالهای متوسط (6/74) و سپس قوی(1/21 درصد) قرار دارد. فراوانی بندال های ضعیف بسیار کم و به میزان 3/4 درصد می باشد. باتوجه به توزیع فراوانی محل رخداد بندال نیز مشخص گردید ترسالی ایران در ماهای سرد سال، هسته اصلی بندالها در میان طول جغرافیایی 30 درجه غربی تا 30 درجه شرقی بر روی پهنه های آبی شکل می گیرد و هرچه به فصل گرم سال نزدیک میشویم، این هسته ها به خشکی منتقل شده و مناطق تحت سیطره خود را با دگرگونی مثبت در پارامتر بارش و در نتیجه ترسالی مواجه می سازد. همچنین در بررسی بندال در فصول مختلف، مشخص گردید که در فصل زمستان با عقب نشینی پرفشار جنب حاره و قدرت گرفتن ورتکس قطبی، همراه با وقوع بندال های قوی و مدت دار، میانگین بارش از فصول دیگر بیشتر می باشد.

    کلید واژگان: بندال، مدل سازی عددی، بارش، ترسالی، ایران
    meysam toulabi nejad, zahra hejazizadeh*

    The purpose of this study was to investigate and identify the effect of blocking systems on Iran's poisoning during the period 1975-2015 using the Blocking numerical index. The results showed that in the cold seasons most of the blockades affecting the atmosphere of Iran were in the northern Atlas. Also, the study of the severity of effective blockades affecting Iran's climate showed that the strong blocking is moderate in terms of the highest number after the blocking, indicating that Iran was more affected by moderate blocking (74.6%) and then strong (21.1%). The number of weak blocking is very low (4.3%). Due to the frequency of occurrence of blocking also was found wet Iran in months. Cold, the core of the blocking in between longitude 30 ° west and 30 ° East over the Atlantic formed and as the warm season approaching, the core the land was transferred to the regions dominated by positive changes in parameters affect precipitation. Also, in Bandal's review in different seasons, it was revealed that in winter, with the retreat of the adjacent high pressure and the strength of the polar vertex, along with the occurrence of strong and long blockades, the average rainfall is more than the other seasons.

    Keywords: blocking, numerical modeling, rainfall, wet year, Iran
  • Mahnaz Laghaei *, Alireza Baghbanan, Masoud Torkan, Siavash Norouzi, Meysam Lak
    Stability analysis of the underground karsts around excavated and supported tunnels is one of the most important tasks in terms of safety evaluation of tunnels and underground excavations. In this paper, the stability and the stabilization method of a natural hole which existed before excavation above a transportation tunnel were investigated. The hole was modeled in form of continuous and discontinuous media. Several realizations with different crack patterns were generated in order to eliminate random effect. The stability was analyzed numerically. The results show that the equivalent continuum method induces overestimation upon strength parameters and consequently results in higher uncertainty compared to the discontinuum method which is a better representation of the problem. The generated models in discontinuous medium were highly unstable and showed prominent signs of collapse. As per the agreement between the discontinuous models with the real problem’s conditions, this instability and collapse of rock blocks may disturb the tunnel lining and yield to catastrophes. The results of using concrete foam as the filling and the whole support confirm the proper applicability of this approach alongside its practicability under the conditions specific to this project.
    Keywords: Equivalent continuum method, Discontinuum method, Karst, Discrete Fracture Network, Numerical modeling
  • محمد آذرافزا *، ابراهیم اصغری کلجاهی، محمدرضا مشرفی فر

    امروزه به دلایل زیادی، از جمله ساختارهای زمین شناختی حاکم بر سایت پروژه ها پی هایی نزدیک شیب های سنگی و بعضا خاکی احداث می گردند. در تحلیل این نوع پی ها اثر شیب موجود غیرقابل اغماض بوده و موجب تغییر در مکانیسم گسیختگی پی می گردد. بطور کلی شرایط حاکم بر شیب (از جمله: موقعیت، جنس توده، خواص فیزیکی و مکانیکی، پارامترهای مقاومتی و...) و شرایط حاکم بر پی (نوع، جنس، فاصله داری از شیب، وزن سازه وارد بر پی، انحراف پی، زاویه داری پی و...) نقش مهمی در تحلیل پایداری پی دارند. در این مطالعه، اقدام به مدل سازی عددی پی فلرگاز فاز 8 مجتمع گاز پارس جنوبی که بر روی یک شیب اصلاح شده قرار گرفته، توسط روش تفاضلات محدود(FDM) به کمک نرم افزار D2Flac می گردد. هدف از این مدل سازی، تعیین و تحلیل سطح گسیختگی احتمالی و مکانیسم آن می باشد. در نهایت، اقدام به کنترل پایداری پی فلر مورد نظر برپایه نتایج حاصل از مدل سازی می گردد.

    کلید واژگان: مدل سازی عددی، فلر گاز، ظرفیت باربری، ژئوتکنیک، مجتمع گاز پارس جنوبی
    M. Azarafza*, E. Asghari Kaljie, M. R. Moshrefyfar

    Nowadays for many reasons, including geological structures governing on the project site, the foundation near of the rock slope and embankment are constructed. The analysis of this type foundation, the slope effect on found is non-negligible and will be cause changes on failure system. Generally, conditions governing on slope (such as position, body masses, physical and mechanical properties, strength parameters and etc.) and the the foundation conditions (foundation type, material, spacing of the slope, the weight on the foundation, found deviation, Angularity of foundation and etc.) play an important role in the foundation stability analysis. In this study, we attempted to numerical modeling of Phase 8 Gas flare foundation of South Pars Gas Complex is located near slope by the finite difference method (FDM) using Flac2D software. The aim of this study, evaluating and analyzing the probabile failure mechanism. Finally, Gas flare stability based on the results of the modeling is controlled.

    Keywords: Numerical Modeling, Gas Flare, Bearing capacity, Geotechnics, South Pas Gas Complex
نکته
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