Analysis of Stability and Determination of Tunnel Maintenance System by Discrete Element Method and Comparison of Its Case Results with Finite Difference Method (Case Study: Pardis Tunnel)

Document Type : Original Article

Authors
1 Department of Civil Engineering, Ayatollah Amoli Branch, Islamic Azad University, Amol, Iran.
2 Department of Civil Engineering, Savadkooh Branch, Islamic Azad University, Savadkooh, Iran.
3 Assistant Professor, Department of Civil Engineering, University of Science and Technology of Mazandaran, Behshahr, Iran.
Abstract
In recent years, the need for an accurate identification of the conditions of the earth has become apparent, in response to the growing need for larger and more deep underground spaces., underground excavations can be classified into three groups of tunnels, caverns and mines. The new township tunnels of the Pardis are part of the Phase 5, 8.9, and 11 new Pardis projects, which aim at providing access to these phases independently to the highway and the large Pardis of Tehran, and the arterial axis of the first phase of the 3.2 phase 1 and 4 new Pardis cities. The purpose of this research is to use different numerical methods for studying and analyzing the stability of Pardis tunnels in Karaj Formation using numerical methods of finite difference in continuous environment (FLAC software) and separate element in the discontinuous environment (UDEC software). In this research, the sustainability analysis of the tunnels of the Pardis was first performed and optimized by applying a variety of numerical methods. Finally, the results of different methods were compared with the results of the instrumentation. The results show that the model made by UDEC software is closer to real Earth conditions compared to the FLAC software. According to the results obtained from the comparison of the amount of displacement occurring around the drilled space, this environment has a discontinuous behavior.
Keywords

 
 
-دهقان بنادکی، محمد مهدی (1379). همگرایی و کنترل آن در تونل‌ها. انتشارات دانشگاه شاهرود، 90-70.
-شرکت مهندسین مشاور کاوش راه (1389). گزارش معرفی، مطالعات صورت‌گرفته، مشخصات اجرایی تونل شهر جدید پردیس.
-فروغ، امید، (1382). بررسی تاثیر پارامترهای زمین شناسی و ژئوتکنیکی بر راندمان رودهدر. ششمین کنفرانس تونل ایران.
-Brown, E.T. and Fergusen, G.A. (1979). Progressive hanging wall caving at gath mine­, Rhodesia. Trans. Instn min metal.88, A92-105.
-Carranza–Torres. C. Fairhurst. C. (2000). Application of the Convergence- Confinement Method of Tunnel Design to Rock Masses that Satisfy the Hoek-Brown Failure Criterion. Tunnelling and Underground Space Technology, Vol.15, No. 2, 187-213.
 
-Cheng, M.Y., (1998). Advancements and improvement in Discontinuous Deformation Analysis. Computers and Geotechnics, Vol.22, No.2, 153-163.
 
-Fairhurst. C., PEI. J., (1990). A Comparison between the distinct element method and the finite method for analysis of the stability of an excavation in jointed rock. Tunneling & Underground Space Technology.Vol.5.No.1.2. 111-117.
 
-Hoek. E., (2000). Rock Engineering. Balkema/Rotterdam.
-Honjo. Y. Tsung. L. W, Sukajo. S. (1994). Application of Akaike Information Criterion Statistics to Geotechnical Inverse Analysis: the Extended Bayesian Method. Structural Safty, Vol. 14, 5-29.
 
-Jing. L. (2003). A Review of Techniques, Advances and Outstanding Issues in Numerical Modeling for Rock Mechanics and Rock Engineering. Division of Engineering Geology, Royal Institute of technology, Stockholm 44, Sweden.
 
-Kirsten, G., (1898). Die theorie der elastizitat und die bedurfnisse der festigkeitslehre.veit.deit.ing. 42(28), 797-807.
 
-Marangos, Ch, N., (1995). Stability analysis of construction in jointed rock mass. Mechanics of jointed and faulted rock, Balkema/Rotterdam, 823-829.
 
-Shen­. B., Barton. N., (1997). The disturbed zone around tunnels in jointed rock masses. International Journal of Rock Mechanics and Mining Sciences & Geomechanics, Vol.34, No.l, 117-125.
 
-Shi G.H.and Goodman, R.E. (1989).The key blocks of unrolled joint traces in developed maps of tunnel walls. int. j. Numerical and Analytical Methods in Geomechanics13, 131-158.