Failure Mechanism of the Qianjiangping Slope in Three Gorges Reservoir Area, China
المؤلفون المشاركون
Zhang, Zhenhua
Qian, Mingming
Wei, Song
Chen, Juxiang
المصدر
العدد
المجلد 2018، العدد 2018 (31 ديسمبر/كانون الأول 2018)، ص ص. 1-12، 12ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2018-08-06
دولة النشر
مصر
عدد الصفحات
12
التخصصات الرئيسية
الملخص EN
The Qianjiangping landslide is the first large-scale rock slide in Three Gorges Reservoir (TGR) Area, China, after the impoundment of the TGR.
Previous studies on the slope showed that most researchers agreed that reservoir impoundment and rainfall were the two main triggering factors of the slope failure.
However, there were different views about the influence degrees of the two factors on the slope failure.
In order to clarify the influence degrees of each of three conditions (reservoir impoundment, rainfall, and combined effect of reservoir impoundment and rainfall) on the failure of the Qianjiangping slope and reveal the failure mechanism of the slope, underground water tables and stresses in the slope were calculated under the three conditions, respectively, based on fluid-solid coupling theory using the Abaqus software in this paper; then, the failure approach index (FAI) was adopted to analyze the failure characteristics of the slope under each of the three conditions.
Research results show that the influence degree of rainfall is greater than that of reservoir impoundment on the slope failure, and the influence degree of the combined effect of reservoir impoundment and rainfall is greater than that of rainfall; the sliding surface runs through only in the condition of the combined effect of reservoir impoundment and rainfall.
Study results suggest that with the reservoir water level rising, the toe of the slope was gradually submerged in reservoir water and the strength of rock mass submerged by reservoir water decreased due to water-rock interaction; furthermore, the heavy rainfall was rapidly injected into the slope through the interlayer staggered zone and slope surface, the groundwater table in the middle part of the slope rose rapidly, the sliding force of the slope increased, and the stress concentration appeared at the lower part of the slope; finally, the rock bridges submerged by reservoir water in the front of the slope fractured, and the failure of the slope occurred.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Zhang, Zhenhua& Qian, Mingming& Wei, Song& Chen, Juxiang. 2018. Failure Mechanism of the Qianjiangping Slope in Three Gorges Reservoir Area, China. Geofluids،Vol. 2018, no. 2018, pp.1-12.
https://search.emarefa.net/detail/BIM-1157576
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Zhang, Zhenhua…[et al.]. Failure Mechanism of the Qianjiangping Slope in Three Gorges Reservoir Area, China. Geofluids No. 2018 (2018), pp.1-12.
https://search.emarefa.net/detail/BIM-1157576
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Zhang, Zhenhua& Qian, Mingming& Wei, Song& Chen, Juxiang. Failure Mechanism of the Qianjiangping Slope in Three Gorges Reservoir Area, China. Geofluids. 2018. Vol. 2018, no. 2018, pp.1-12.
https://search.emarefa.net/detail/BIM-1157576
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1157576
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر