Development of RCC Dams Design and Construction in Morocco

摘要：

Since the construction of two small dams in 1985 and of Aoulouz dam in 1987, the design of RCC dam in Morocco experienced important improvements. From Aoulouz dam constructed using low quality fines, a thick reinforced CVC facings and systematic transversal joints, the design of Moroccan RCC dams changed with time. In 2007 Rmel dam has no joints, very thin reinforced CVC at the faces, high quality fines, is under construction using sloping layers method. The binder remains OPC at a dosage of 80 to 100kgm3 as no fly ash fulfilling international standard requirements is available in the country. Beside this development, an RCC using unprocessed material and only 40kg of cement is being used for a construction of more than 300, 000m3 earthquake resistant embankment. This very interesting experience will be used for a construction of a dam on a weak foundation.

关键词： RCC joints strength Morocco

作者: Ahmed F. CHRAIBI

作者单位: Ingema, Avenue Annakhil, Riad Rabat, Morocco

会议类型: 国际会议

会议名称: 第五届碾压混凝土坝国际研讨会(The Fifth International Symposium on Roller Compacted Concrete(RCC))

会议地点: 贵阳

会议语种:英文

页码: 253-257

在线出版日期: 2007-11-02（万方平台首次上网日期，不代表论文的发表时间）