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آنالیز لرزه ای پایداری شیب سد خاکی کاسواتی (Kaswati)

آنالیز لرزه ای پایداری شیب سد خاکی کاسواتی (Kaswati)

                  عنوان انگلیسی:  SEISMIC SLOPE STABILITY ANALYSIS OF KASWATI EARTH DAM عنوان فارسی: آنالیز لرزه ای پایداری شیب سد خاکی کاسواتی (Kaswati)     تعداد صفحات مقاله اصلی: 4 صفحه تعداد صفحات ترجمه: 14 صفحه سال انتشار: 2012 مجله   International Journal of Advanced Engineering Research and Studies      E-ISSN2249–8974       The behavior of embankment dams, as one of’ the most important structures, under earthquake loading has attracted the attention of many researchers and dam designers.   A large number of water-retaining earthen dams were affected by theearthquake. This paper examines static and dynamic slope stability analysis of “Kaswati Dam” are located in Bhuj region by using of geo-studio 2007. Static analysis include Static slope stability method include Limit equilibrium analysis and stress deformation analys ...

عملکرد تغییر شکل سد خاکی کرخه با هسته ی رسی مختلط و خالص تحت شرایط زلزله (مقاله انگلیسی همراه با ترجمه)

عملکرد تغییر شکل سد خاکی کرخه با هسته ی رسی مختلط و خالص تحت شرایط زلزله (مقاله انگلیسی همراه با ترجمه)

                        عنوان انگلیسی:  Deformation Performance of the Karkheh Earth Dam with Mixed and  Pure Clay Coreunder Seismic Excitations   عنوان فارسی: عملکرد تغییر شکل سد خاکی کرخه با هسته ی  رسی مختلط و خالص تحت شرایط زلزله     تعداد صفحات مقاله اصلی: 10 صفحه تعداد صفحات ترجمه: 23 صفحه سال انتشار: 2012 مجله   Journal of the Structural Engineering and Geotechnics       The number of constructed dams has been largely increased due to high demands of water supplies, and earth dams are the most common types since they are more compatible to the environment. Nevertheless, the stability of these important structures during earthquakes has to be carefully evaluated and guaranteed. In the past, earth dams usually designed with pure clay core, but in recent decades they are widely designed and constructed with mixed clay core due to their better perform ...

آنالیز لرزه ای پایداری شیب سد خاکی کاسواتی (Kaswati)

آنالیز لرزه ای پایداری شیب سد خاکی کاسواتی (Kaswati)

                  عنوان انگلیسی:  SEISMIC SLOPE STABILITY ANALYSIS OF KASWATI EARTH DAM عنوان فارسی: آنالیز لرزه ای پایداری شیب سد خاکی کاسواتی (Kaswati)     تعداد صفحات مقاله اصلی: 4 صفحه تعداد صفحات ترجمه: 14 صفحه سال انتشار: 2012 مجله   International Journal of Advanced Engineering Research and Studies      E-ISSN2249–8974       The behavior of embankment dams, as one of’ the most important structures, under earthquake loading has attracted the attention of many researchers and dam designers.   A large number of water-retaining earthen dams were affected by theearthquake. This paper examines static and dynamic slope stability analysis of “Kaswati Dam” are located in Bhuj region by using of geo-studio 2007. Static analysis include Static slope stability method include Limit equilibrium analysis and stress deformation analys ...

عملکرد تغییر شکل سد خاکی کرخه با هسته ی رسی مختلط و خالص تحت شرایط زلزله (مقاله انگلیسی همراه با ترجمه)

عملکرد تغییر شکل سد خاکی کرخه با هسته ی رسی مختلط و خالص تحت شرایط زلزله (مقاله انگلیسی همراه با ترجمه)

                        عنوان انگلیسی:  Deformation Performance of the Karkheh Earth Dam with Mixed and  Pure Clay Coreunder Seismic Excitations   عنوان فارسی: عملکرد تغییر شکل سد خاکی کرخه با هسته ی  رسی مختلط و خالص تحت شرایط زلزله     تعداد صفحات مقاله اصلی: 10 صفحه تعداد صفحات ترجمه: 23 صفحه سال انتشار: 2012 مجله   Journal of the Structural Engineering and Geotechnics       The number of constructed dams has been largely increased due to high demands of water supplies, and earth dams are the most common types since they are more compatible to the environment. Nevertheless, the stability of these important structures during earthquakes has to be carefully evaluated and guaranteed. In the past, earth dams usually designed with pure clay core, but in recent decades they are widely designed and constructed with mixed clay core due to their better perform ...