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پهنهبندی ژئوتکنیکی خاک شهر اهواز با استفاده از سیستم اطلاعات جغرافیایی (GIS) | ||
| نشریه مهندسی عمران امیرکبیر | ||
| مقاله 6، دوره 55، شماره 12، 1402، صفحه 2473-2486 اصل مقاله (2.12 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22060/ceej.2023.21406.7709 | ||
| نویسندگان | ||
| علی نوروزی محمدی1؛ نوید خیاط* 1؛ احد نظرپور2 | ||
| 1گروه مهندسی عمران، واحد اهواز، دانشگاه آزاد اسلامی، اهواز، ایران | ||
| 2گروه زمین‌‌شناسی، واحد اهواز، دانشگاه آزاد اسلامی، اهواز، ایران | ||
| چکیده | ||
| پژوهش حاضر با هدف پهنهبندی ژئوتکنیکی خاک شهر اهواز با استفاده از سیستم اطلاعات جغرافیایی (GIS) انجام شد. با جمع آوری اطلاعات ژئوتکنیکی حاصل از 330 گمانه حفاری شده تا عمق 20 متری و با بکارگیری نرم‌‌افزار سیستم اطلاعات جغرافیایی (ArcGIS) پارامترهای ژئوتکنیک خاک در شهر اهواز پهنهبندی گردید. عوامل تاثیرگذار بر ظرفیت باربری خاک شامل چسبندگی خاک، زاویه اصطکاک داخلی و وزن مخصوص خاک جهت پهنهبندی انتخاب شدند. نقشه درون‌‌یابی پهنهبندی شده زاویه اصطکاک داخلی در شهر اهواز نشان داد که با افزایش عمق خاک، زاویه اصطکاک داخلی افزایش داشته است. با افزایش عمق، زاویه اصطکاک داخلی افزایش داشته است، بطوری که در عمق 10 متر، در اغلب گمانه‌‌های حفر شده در مناطق مذکور، میزان زاویه اصطکاک داخلی به 41 درجه افزایش داشته است. بطوریکه در در محدوده شمال‌‌شرق اهواز بیشترین میزان زاویه اصطکاک داخلی وجود ثبت شد. نتایج حاصل از نقشه پهنهبندی چسبندگی بر اساس گمانه‌‌های حفر شده نشان داد که ارتباط آماری بین این مولفه ژئوتکنیکی و افزایش عمق وجود ندارد. همچنین بررسی وزن مخصوص خاک بر اساس گمانه‌‌های حفر شده و نقشه درون‌‌یابی پهنهبندی شده در تحقیق حاضر نشان داد که با افزایش عمق خاک، میانگین وزن مخصوص افزایش معنی‌‌داری داشته است و از 1/6 درصد در عمق 2 متر به 47/9 درصد در عمق 10 متری رسیده است. بطور کلی این مولفه‌‌ها به ویژه وزن مخصوص، با تعیین ظرفیت باربری خاک مرتبط بوده می‌‌توان از آنها برای امکان‌‌سنجی انتخاب بهترین گزینه مکانی جهت احداث پروژه‌‌های خاص بهره‌‌گیری نمود. | ||
| کلیدواژه‌ها | ||
| پهنه بندی خاک؛ زاویه اصطکاک داخلی؛ چسبندگی خاک؛ سیستم اطلاعات جغرافیایی (GIS)؛ خاک اهواز | ||
| عنوان مقاله [English] | ||
| Geotechnical zoning of Ahvaz soil using Geographic Information System (GIS) | ||
| نویسندگان [English] | ||
| Ali Nourozi Mohammadi1؛ Navid Khayat1؛ Ahad Nazarpour2 | ||
| 1MSc. Student of Department of Civil Engineering, Ahvaz Branch, Islamic Azad University, Ahvaz, Iran. | ||
| 2Department of Geology, Ahvaz Branch, Islamic Azad University, Ahvaz, Iran. | ||
| چکیده [English] | ||
| The present study, which is of an applied type, was conducted in 1400 with the aim of geotechnical zoning of the soil of Ahvaz city using GIS. By collecting geotechnical information obtained from 200 drilled boreholes to a depth of 10 meters and using ArcGis software, soil geotechnical parameters were zoned in Ahvaz. Factors affecting soil bearing capacity including soil adhesion, internal friction angle and soil specific gravity were selected for zoning. The results of stress calculations showed the existence of a linear increase relationship between its values at different soil depths. The zoned interpolation map of internal friction angle in Ahvaz city showed that with increasing soil depth, internal friction angle has increased. The highest internal friction angle at a depth of 2 meters was recorded in the northeast of Ahvaz (Kianpars area) with more than more than 41 degrees. With increasing depth, the internal friction angle has increased, so that at a depth of 10 meters, in most boreholes drilled in the mentioned areas, the amount of internal friction angle has increased to more than 41 degrees. The results of the adhesion zoning map based on the drilled boreholes showed that there is no statistical relationship between this geotechnical component and the depth increase. Also, the study of soil specific gravity based on drilled boreholes and zoning interpolation map in the present study showed that with increasing soil depth, the average specific gravity increased significantly from 1.6% at 2 m depth to 47.9% at depth 10 Meters has been reached. In general, these components, especially specific gravity, are related to determining the load-bearing capacity of the soil and can be used to assess the feasibility of choosing the best spatial option for the construction of specific projects. | ||
| کلیدواژه‌ها [English] | ||
| Soil zoning, internal friction angle, soil adhesion, Geographic Information System (GIS), ahvaz soil | ||
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| مراجع | ||
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[1] Khan, M S., Jaemin, P., Jongwon, Seo. Geotechnical property modeling and construction safety zoning based on GIS and BIM integration. Applied Sciences 11(9) (2021) 4004. [2] Chumaidiyah, E., Dewantoro, D., Kamil, A. Design of a Participatory Web-Based Geographic Information System for Determining Industrial Zones. Applied Computational Intelligence and Soft Computing (2021). [3] Vickers, N. Animal communication: when i’m calling you, will you answer too? Current biology 27(14) (2017) 713-715. [4] Moubarak, A., Arnous, M., El-Rayes., A. Integrated geoenvironmental and geotechnical risk assessment of east Port Said region, Egypt for regional development. Geotechnical and Geological Engineering 39(2) (2021) 1497-1520. [5] Khan, F., Das, B., Mishra, S., Awasthy, M. A review on the feasibility and application of geospatial techniques in geotechnical engineering field. Materials Today: Proceedings 49 (2022) 311-319. [6] Pourbalighy, M., Rezayan, S., Rafaty, M., Hejazi., R. Evaluation of Groundwater Vulnerability of aquifers in Aisin plain by DRASTIC and GODS models and GIS. Journal of RS and GIS for Natural Resources 12(4) (2022) 14-17. [7] Bopche, L., and Rege, P. Landslide Susceptibility Mapping: An Integrated Approach using Geographic Information Value, Remote Sensing, and Weight of Evidence Method. Geotechnical and Geological Engineering (2022) 1-13. [8] El Boumeshouli, S. M., Lahrach, A., Chaouni, A. A., Deffontaines, A. Geotechnical Study of Urban Soil and Subsoil of Fez City (N. Morocco) and Natural Risk Mapping Using Geographic Information System (GIS). In Engineering Geology for Society and Territory 5 (2015) 763-768. Springer, Cham. [9] Gaafar, H., Dakhly, A., Elhakim, A. Digital Transformation Solution for Identification of Geotechnical Parameters Using Statistical Data Analysis. ERJ. Engineering Research Journal 45(1) (2022) 89-99. [10] Ahmad, M, Iqbal, Q., Khan, F. A. Profiling and zoning of geotechnical sub-soil data using geographic information system. Science International 25(3) (2013) 15-20. [11] Sharma, B., and Rahman, S. K. Use of GIS based maps for preliminary assessment of subsoil of Guwahati city. Journal of Geoscience and Environment Protection 4(05) (2016),106. [12] S. Mottaqi, A. Alesheikh, Using GIS Spatial Information System in Mahabad Geotechnical Zoning Maps, Miaad University National Conference on Civil Engineering, Architecture, Shahid Beheshti University, (2017), Tehran, Iran. [13] Razmyar, A., and Eslami, A. Geotechnical characterization of soils in the eastern and western areas of Tehran. Engineering, Technology & Applied Science Research 7(4) (2017) 1802-1810. [14] Asakereh, A., and Mosaffa, M. Zoning of Soil Resistance Parameers Using Geographic Information System (GIS) (Case Study of Bandar Abbas city). Journal of Structural and Construction Engineering, 7(2) (2020). [15] Kim, H., Sun, C., Lee, M., Cho, H. Multivariate geotechnical zonation of seismic site effects with clustering-blended model for a city area, South Korea. Engineering Geology 294, 2021, 106365. [16] Aldahwi, S. H. A., Alnedawi, A., Alabdullah, S. F. Redistribution of Al-Adhamiyah land use by assessment of the geotechnical properties using GIS technique. Journal of Engineering Science and Technology, 13(10) (2018) 3369-3380. [17] Rehman, A., Song, J., Haq, F., Ahamad, M. I., Sajid, M., Zahid, Z. Geo-physical hazards microzonation and suitable site selection through multicriteria analysis using geographical information system. Applied Geography, 135 (2021) 102550. [18] Paramarthalingam, R., and Sanjeevi, S. Mapping landslide prone areas in Ooty region, south India using remote sensing, Geographic Information System and geotechnical data. Asian Journal of Geoinformatics, 17(2) (2018). [19] Al-Ani, H., Eslami-Andargoli, L., Oh, E., Chai, G. Categorising geotechnical properties of surfers paradise soil using geographic information system (GIS). GEOMATE Journal, 5(10) (2013) 690-695. [20] Player, R. S. V. Geographic information system (GIS) use in geotechnical engineering. In GeoCongress 2006: Geotechnical engineering in the information technology age, (2006) 1-6 [21] Afarid, S., and Hajiani Boushehrian, A. Deep Excavation Hazard Assessment Zoning in District 1 in Shiraz Municipality Using Geographic Information System (GIS). Journal of Structural Engineering and Geo-Techniques, 10(1) (2020) 15-26. [22] Arnous, M. O. Geotechnical site investigations for possible urban extensions at Suez City, Egypt using GIS. Arabian Journal of Geosciences, 6(5) (2013) 1349-1369. [23] Saberelizei, N., Karimpour-Fard, M., Effati, M. The zoning of soil strength parameters in Rasht using Geographical Information System (GIS). Amirkabir Journal of Civil Engineering, 53(8) (2021) 9-9. [24] Nejad, M. M., Momeni, M. S., Manahiloh, K. N., Shear wave velocity and soil type microzonation using neural networks and geographic information system. Soil Dynamics and Earthquake Engineering, 104 (2018) 54-63. [25] Sk, M. M., Ali, S. A., Ahmad, A. Optimal sanitary landfill site selection for solid waste disposal in Durgapur city using geographic information system and multi-criteria evaluation technique. KN-Journal of Cartography and Geographic Information, 70(4) (2020) 163-180. [26] Javadanian H., Haddad A., Mirnejad A. Seismic geotechnical zoning of Semnan city based on the results of geophysical experiments, (2019) (in Perisan) [27] Hafizi M., Nasser Q. Geotechnical zoning and evaluation of authorized bearing capacity of Mashhad. Fifth Iranian Conference on Engineering Geology and Environment, 2007 (in Perisan) [28] Naboureh, R., Rezaei Farei, A., Feizizadeh, B. The Investigation of Groundwater Reducing and Geotechnical Parameters of Soil Impacts on Land-Subsidence by GIS (Case Study: Tabriz City). Journal of Civil and Environmental Engineering, 52.1(106) (2022) 185-201. (in Perisan) [29] Behboudi, M., Zad, A., Yazdi, M., Tohidi, A. Effect of recycled glass powder on dispersivity potential and geotechnical parameters of dispersive soils. Journal of Civil and Environmental Engineering, (2023). (in Perisan) [30] NAEIMI, M., & Darvish, M. The need to pay attention to the geotechnical properties of soil in the development of urban areas to reduce flood damage and environmental sustainability. Iran Nature, 6(6) (2022) 41-48. (in Perisan) [31] Jafary Shalkoohy, A., Eshghi, P., Torabi Khodashahri, H., & Pourdada, A. Laboratory Evaluation of polypropylene fibers and nano-SiO2 on geotechnical properties of clayey soils. Scientific Quarterly Journal of Iranian Association of Engineering Geology, 14(4) (2022) 23-37. (in Perisan) | ||
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