مقاله Accurate Survay Effect of Jointing On Bearing Capacity for Rock Foundation (A Case Study of Safa Dam in Kerman Province, Iran) تحت فایل ورد (word) دارای 9 صفحه می باشد و دارای تنظیمات در microsoft word می باشد و آماده پرینت یا چاپ است

فایل ورد مقاله Accurate Survay Effect of Jointing On Bearing Capacity for Rock Foundation (A Case Study of Safa Dam in Kerman Province, Iran) تحت فایل ورد (word) کاملا فرمت بندی و تنظیم شده در استاندارد دانشگاه و مراکز دولتی می باشد.

این پروژه توسط مرکز مرکز پروژه های دانشجویی آماده و تنظیم شده است

توجه : در صورت  مشاهده  بهم ریختگی احتمالی در متون زیر ،دلیل ان کپی کردن این مطالب از داخل فایل ورد می باشد و در فایل اصلی مقاله Accurate Survay Effect of Jointing On Bearing Capacity for Rock Foundation (A Case Study of Safa Dam in Kerman Province, Iran) تحت فایل ورد (word) ،به هیچ وجه بهم ریختگی وجود ندارد

بخشی از متن مقاله Accurate Survay Effect of Jointing On Bearing Capacity for Rock Foundation (A Case Study of Safa Dam in Kerman Province, Iran) تحت فایل ورد (word) :

سال انتشار: 1391
محل انتشار: هفتمین کنفرانس بین المللی پیشرفتهای علوم و تکنولوژی
تعداد صفحات: 9
نویسنده(ها):
Ahmad Fahimifar – Amirkabir University of Technology, Tehran, Iran
Masoud Ahmadvand – MSc, Tafresh University & Taha Consultant Engineer Company, Tehran, Iran
Hamed Ghadami –
Arvin Abdolmaleki –

چکیده:

The effect of discontinuities in bearing capacity of the rockmass depends on its orientation, surface conditions, and infillings. This study was conducted to calculate bearing capacity of the safa dam’s rockmass using analytical and numerical techniques. In analytical technique using Serrano & Olalla method and in numerical technique using ABAQUS software. In per second methods, stress analysis was performed in two states. In one state, assuming a continuous environment for the bedrocks, the analysis was performed for the bedrock considering rock mass geotechnical parameters. In the second state, the analysis was performed considering two joint set in the bedrock as weak close planes with respect to the geotechnical of the intact rock. For these two states, the stress and safety factor, compressional and tensional, in turn, ultimate and allowed bearing capacities were estimated. Finally, the ultimate and allowed bearing capacities obtained through the different approaches were compared. The difference between the obtained allowed bearing capacities in two mentioned states implies the considerable effect of joints and cracks conditions on bearing capacity of the foundation in this project.