Rock slopes stability analysis of AL-Nfayil formation at Bahr Al-Najaf Basin-middle of Iraq : case study

العناوين الأخرى

تحليل استقراريه المنحدرات الصخرية لتكوين النفايل حوض بحر النجف-وسط العراق : دراسة حالة

المؤلف

al-Zubaydi, Jafar Husayn Ali

المصدر

Journal of al-Qadisiyah for Pure Science

العدد

المجلد 22، العدد 2 (30 يونيو/حزيران 2017)23ص.

الناشر

جامعة القادسية كلية العلوم

تاريخ النشر

2017-06-30

دولة النشر

العراق

عدد الصفحات

23

التخصصات الرئيسية

علوم الأرض و المياه و البيئة

الملخص EN

Field studies of the (Subhorizontal-layer) slopes of AL-Nfayil formation, middle of Iraq, revealed the abundance of rock slope failures, the dominant types are rock fall, Secondary toppling, and rolling.

Slope stability assessment was carried out by stereographic projection.

Secondary Toppling mechanisms (generally due to the effects of differential weathering and or Erosion, undercutting as well as the discontinuities surrounding the rock mass ) include mechanism.

Some measures are proposed to stabilize the slopes including removal of blocks liable to toppling in the critical cases, and con struction of retaining wall .

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

al-Zubaydi, Jafar Husayn Ali. 2017. Rock slopes stability analysis of AL-Nfayil formation at Bahr Al-Najaf Basin-middle of Iraq : case study. Journal of al-Qadisiyah for Pure Science،Vol. 22, no. 2.
https://search.emarefa.net/detail/BIM-850944

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

al-Zubaydi, Jafar Husayn Ali. Rock slopes stability analysis of AL-Nfayil formation at Bahr Al-Najaf Basin-middle of Iraq : case study. Journal of al-Qadisiyah for Pure Science Vol. 22, no. 2 (2017).
https://search.emarefa.net/detail/BIM-850944

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

al-Zubaydi, Jafar Husayn Ali. Rock slopes stability analysis of AL-Nfayil formation at Bahr Al-Najaf Basin-middle of Iraq : case study. Journal of al-Qadisiyah for Pure Science. 2017. Vol. 22, no. 2.
https://search.emarefa.net/detail/BIM-850944

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

رقم السجل

BIM-850944