بررسی تأثیر شدت درزهداری توده‌سنگ بر عملکرد سیستمهای نگهداری در تونل با استفاده از مدلسازی عددی DFN-DEM (مطالعه موردی: تونل دسترسی سد رودبار لرستان) | ||
| روش های تحلیلی و عددی در مهندسی معدن | ||
| مقاله 2، دوره 8، شماره 16، آبان 1397، صفحه 13-27 اصل مقاله (2.06 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.29252/anm.8.16.13 | ||
| نویسندگان | ||
| مهدی نوروزی* ؛ رامین رفیعی؛ مهدی باجولوند؛ عابدین حجتی تواندشتی | ||
| دانشکده مهندسی معدن، نفت و ژئوفیزیک، دانشگاه صنعتی شاهرود | ||
| چکیده | ||
| در این مقاله، شبیه‌سازی DFN-DEM با استفاده از نرمافزار المان مجزای سه‌بعدی PFC3D به منظور بررسی تاثیر تغییرات شدت درزهداری توده‌سنگ بر عملکرد سیستمهای نگهداری تونل انجام شده است. این نرمافزار به دلیل توانایی ایجاد درزه‌های با اندازه محدود و با ویژگی‌های آماری مختلف و انعطاف‌پذیری در برابر شرایط مختلف و همچنین امکان مشاهده تخریب و ریزش‌های صورت گرفته به طور لحظه‌ای در طول تحلیل پایداری تونل، برای مدلسازی عددی در نظر گرفته شده است. در این مقاله، با تمرکز بر تونل دسترسی به گالری سد رودبار لرستان، ابتدا با استفاده از مدلسازی سیستم درزه‌های تصادفی مجزاDFN و بر اساس خصوصیات برداشت شده از توده‌سنگ پیرامون تونل، شکستگی‌های منطقه در نرمافزار شبیه‌سازی شده و سپس با مدل سنگ بکر منطقه پیوند داده شده است. در ادامه عملکرد سیستمهای نگهداری شاتکریت و قاب فولادی تونل نسبت به تغییر شدت درزهداری توده‌سنگ بررسی شده است. نتایج به دست آمده، نشان‌دهنده مقاومت بیش‌تر قاب فولادی نسبت به شاتکریت در برابر تغییر شدت درزهداری توده‌سنگ دربرگیرنده تونل است. آسیب جدی به سیستم نگهداری شاتکریت با دو برابر شدن تعداد درزه‌ها اتفاق می‌افتد، در حالی که در مورد قاب فولادی، تخریب جدی فضا با چهار برابر شدن تعداد درزه‌ها اتفاق می‌افتد. لذا در مواردی که انتظار افزایش شدت درزهداری بر اثر عوامل مختلفی چون انفجار، زلزله و غیره می‌رود، سیستم نگهداری قاب فولادی دارای قابلیت اعتماد بالاتری است. | ||
| کلیدواژه‌ها | ||
| مدلسازی عددی؛ سیستم نگهداری تونل؛ شدت درزه داری؛ نرم افزار PFC3D؛ سد رودبار لرستان | ||
| عنوان مقاله [English] | ||
| Investigate the effect of rock mass joint intensity on performance of support systems in the tunnel by using DFN-DEM numerical modeling (Case study: the access tunnel of Rudbar Lorestan Dam plant) | ||
| نویسندگان [English] | ||
| Mehdi Noroozi؛ Ramin Rafiei؛ Mehdi Bajolvand؛ Abedin Hojati Tavandashti | ||
| Dept. of Mining, Geophysics & Petroleum Shahrood University of Technology, Iran | ||
| چکیده [English] | ||
| Summary In this paper, a DFN-DEM simulation using PFC3D software has been carried out to evaluate the effect of joint intensity variation on tunnel support systems performance. The obtained results indicated more resistance of steel frame against change of rock mass fracture intensity in relation to shotcrete. Introduction The geometric properties of joint sets, especially joint intensity, may be changed by various factors such as explosion, earthquakes, faulting etc. Therefore, it is essential to study the performance of tunnel support systems under various conditions of joint intensities. In this paper, by focusing on the access tunnel to the gallery of Rudbar Lorestan dam as a real case study, simulation of tunnel support systems and its surrounding rock mass close to the real condition using the DFN-DEM approach and PFC3D software is provided. Also for the first time, the dependence of the performance of shotcrete and steel frame to change the intensity of fracturing of rock mass, at this level of accuracy in simulation of jointed rock mass, has been investigated. Three dimensional distinct element software, PFC3D is considered for numerical modeling in this paper. This software has many advantages such as ability to create three-dimensional distinct joints with limited size and with different statistical characteristics, flexibility in different conditions and ability to monitor a momentarily caving and falling during tunnel stability analysis. Methodology and Approaches In this paper, at the first stage, by using the discrete fracture network (DFN) modeling and based on the surveyed data from the access tunnel, existing fractures in this region have been simulated in the PFC3D software. Then the model is linked with the intact rock model. Finally, the performance of tunnel support systems of shotcrete and steel frame relative to changes of the rock mass fracture intensity is investigated. Results and Conclusions Serious damage to Shotcrete support system occurs by doubling the number of joints, while serious damage occurs in the steel frame by quadrupling the number of joints. Therefore, by increasing joint intensity due to various factors such as explosions, earthquakes etc., the steel frame support system has higher reliability. | ||
| کلیدواژه‌ها [English] | ||
| Numerical modeling, Tunnel support system, joint intensity, PFC3D software, Rudbar Lorestan dam | ||
| مراجع | ||
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