Effective methods to reduce the pit wall displacement (Case study: Pars complex project)

سال انتشار: 1396
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 279

فایل این مقاله در 8 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

JR_JGEO-13-1_006

تاریخ نمایه سازی: 30 آبان 1400

چکیده مقاله:

The most important principles in deep excavation retaining structures are design and monitoring of the excavation wall displacement values. One of the best and most widely used methods of stabilizing the walls is using the anchorage and nailing systems. Shift in the excavation pit wall is very important because it can cause damage to adjacent buildings. To examine the effect of various approaches for simulation, northern wall with finite element software, Plaxis and Geoslope, was built using the methods of anchorage and nailing for examining the soil behavior and structural elements. Mohr-Coulomb is the most common constitutive model in numerical modeling with some weaknesses such as unrealistic heave of the excavation bottom and thus variations in the displacement field.

نویسندگان

Masoumeh Mehrabi

Department of Geology, Science and Research Branch, Islamic Azad University, Tehran, Iran

Ali Uromeihy

Faculty of Basic Sciences,Tarbiat Modarres University, Tehran, Iran