EFFECT OF POTENTIAL MOVEMENTS ALONG FAULTS AND DISCONTINUITIES IN DAM FOUNDATIONS ON DAM DESIGN
عنوان مقاله: EFFECT OF POTENTIAL MOVEMENTS ALONG FAULTS AND DISCONTINUITIES IN DAM FOUNDATIONS ON DAM DESIGN
شناسه ملی مقاله: NCHP02_068
منتشر شده در دومین کنفرانس ملی سد و نیروگاههای برقابی در سال 1387
شناسه ملی مقاله: NCHP02_068
منتشر شده در دومین کنفرانس ملی سد و نیروگاههای برقابی در سال 1387
مشخصات نویسندگان مقاله:
Wieland - Chairman, ICOLD Committee on Seismic Aspects of Dam Design, Poyry Energy Ltd., Zurich, Switzerland
Bozovic - Former Chairman, ICOLD Committee on Seismic Aspects of Dam Design, Consultant, Belgrade, Serbia
Brenner - Past Chairman, ICOLD Committee on Dam Foundations, Consultant, Weinfelden, Switzerland
خلاصه مقاله:
Wieland - Chairman, ICOLD Committee on Seismic Aspects of Dam Design, Poyry Energy Ltd., Zurich, Switzerland
Bozovic - Former Chairman, ICOLD Committee on Seismic Aspects of Dam Design, Consultant, Belgrade, Serbia
Brenner - Past Chairman, ICOLD Committee on Dam Foundations, Consultant, Weinfelden, Switzerland
The implications of (i) movements caused by active or potentially active faults passing through the foundation of a large dam, and (ii) movements of blocks in the dam foundation caused by strong earthquakes at a fault close to a dam site, on the design of dams and their safety are discussed.Recommendations are made regarding the design of dams on active of potentially faults. The damage caused by the fault movements at the Shih-Kang weir during the ١٩٩٩ Chi-Chi earthquake is discussed.
کلمات کلیدی: concrete dams, embankment dams, earthquake, active fault, block movement
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/39117/