پديد آورنده :
خردمنديان، عليرضا
عنوان :
تحليل عددي تونلسازي به شيوه تعادل فشار زمين ﴿EPB ﴾ توسط روش المان مجزا﴿ِDEM﴾ با تمركز بر خط 7 مترو تهران
مقطع تحصيلي :
كارشناسي ارشد
گرايش تحصيلي :
مكانيك سنگ
محل تحصيل :
اصفهان: دانشگاه صنعتي اصفهان، دانشكده معدن
صفحه شمار :
ده،71ص.: مصور،جدول،نمودار
يادداشت :
ص.ع.به فارسي و انگليسي
استاد راهنما :
لهراسب فرامرزي، راحب باقرپور
استاد مشاور :
مسعود چراغي
توصيفگر ها :
تحليل برگشتي آزمايش برش برجا , تراست , نرخ نفوذ , فشار جبهه كار
تاريخ نمايه سازي :
26/5/92
استاد داور :
حميد هاشم الحسيني، سعيد مهدوري
چكيده فارسي :
به فارسي و انگليسي: قابل رويت در نسخه ديجيتالي
چكيده انگليسي :
Numerical Analysis Of Earth Presure Balance Tunneling By Discrete Element Method With Focus On Tehran Metro Line 7 Alireza Kheradmandian A Kheradmandian@gmail com Department of Mining Engineering Isfahan University of Technology Isfahan 84156 8311 Iran Degree M Sc Language Farsi Supervisor Lohrasb Faramarzi Lfaramarzi@cc iut ac ir Supervisor Raheb Bagherpour Bagherpour @cc iut ac ir Abstract Rapid population growth and urban development require more attention be devoted to the development of underground structures However the tunneling role is very important and it is a response to modern human needs Tehran metro line 7 is the longest and deepest line in Tehran metro network and will excavate with earth pressure balance method Since excavation the ground and support the tunnel face are two important duties of EPB machine safe and economic operations depend on correct design and proportional to site conditions The main objective of this study are analyzing parameters affecting the motor system thrust force torque and stability of the tunnel face Due to the benefits of discrete element method PFC3D code is used For this purpose micromechanical parameters calculated from back analysis of insitu shear test model Torque trust face pressure compared with real data By using numerical methods the effect of penetration rate cutterhead rotational speed torque and thrust has been studied Furthermore the required necessary pressure to support the ground has been investigated and effect of the presence or absence of face pressure on stress and porosity distribution around face is analyzed Adaptation values of the model with the real data indicate discrete element method is compatible Also the possibility of modeling linear and rotational speed and the high mobility of the particles are the unique characteristics of this method Keywords Tehran metro line 7 Tunneling EPB method Insitu shear test back analyzing Torque Thrust Penetration rate Face support pressure PDF created with pdfFactory trial version www pdffactory com
استاد راهنما :
لهراسب فرامرزي، راحب باقرپور
استاد مشاور :
مسعود چراغي
استاد داور :
حميد هاشم الحسيني، سعيد مهدوري
