THE URFTM ASONRDYA M, THREEDIMENSIONAL STABILITY ANALYSES, MONITORING AND COMPARISON OF RESULTS
عنوان مقاله: THE URFTM ASONRDYA M, THREEDIMENSIONAL STABILITY ANALYSES, MONITORING AND COMPARISON OF RESULTS
شناسه ملی مقاله: IRMC01_059
منتشر شده در اولین کنفرانس مکانیک سنگ ایران در سال 1380
شناسه ملی مقاله: IRMC01_059
منتشر شده در اولین کنفرانس مکانیک سنگ ایران در سال 1380
مشخصات نویسندگان مقاله:
Walter Wittke - Prof. Dr.-lng. W. Wittke, Geotechnical Consultants, Henricistrasse ۵۰, D-۵۲۰۷۲ Aachen,
خلاصه مقاله:
Walter Wittke - Prof. Dr.-lng. W. Wittke, Geotechnical Consultants, Henricistrasse ۵۰, D-۵۲۰۷۲ Aachen,
The masonry dam of the Urft reservoir was built from 1900 to 1904. An examination of the dam's stability according to today's standards gave
reason to drive inspection galleries in the dam, to carry out in-situ tests in order to determine the characteristics of dam and underlying rock and to install an extensive measuring programme. Based on the test and monitoring results, a three-dimensional model was elaborated and
calibrated, which made it possible to proof the dam's stability under consideration of the three-dimensional load-carrying action of the dam.
کلمات کلیدی: URFT RESERVOIR ,DAM, STABILITY ANALYSES, MONITORING PROGRAMME, FINITE ELEMENT METHOD
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/8023/