Stability of concrete gravity dams against sliding contact on the bottom of dam foundation using the software ABAQUS and RS-DAM

  • سال انتشار: 1392
  • محل انتشار: کنفرانس بین المللی عمران، معماری و توسعه پایدار شهری
  • کد COI اختصاصی: ICCAU01_2949
  • زبان مقاله: انگلیسی
  • تعداد مشاهده: 1093
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نویسندگان

elias behradi mehr

Master of Civil Engineering, Islamic Azad University of Hydraulic Structures ROUDEHEN

mohammad esmail eghtedari

Bachelor of Engineering - Civil Engineering, Islamic Azad University, Member of Parliament ROUDEHEN city Boomehen

mohammad ali barkhordari

Associate Professor, Department of Civil Engineering, Iran University of Science and Technology

چکیده

There is historical evidence to show that the old dam is about 4000 years BC . Dams have different categories according to the task to be taken eg : dams , storage dams , diversion dams , tailings dams anddams are classified as temporary . Depending on the building of dams dams , a pebble , concrete and RCCare divided . Concrete dams based on their structural function and the arc weights are divided into two categories . The arch dam crest loads via two mechanisms of action and the arc is transferred to thefoundation and abutments . As evident from its name , but the weight of the dams are resistant to theforces of the dam material is its weight . Concrete dams by weight ) in this study are ( their resistance against the forces exerted by the weight gain . Shaped sections such as triangular and natural dams that block the base of the triangle is greater is more stable . , that in this study, we modified the horizontal drifts or sliding contact on the bottom of dam foundation using software we

کلیدواژه ها

Dam- stability-abaqus-abutment

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