Seite - 1407 - in Book of Full Papers - Symposium Hydro Engineering

Fig. 1 General Plan of Glevard CFRD Fig. 2 Geotechnical Cross Section in approach channel of spillway In accordance with the layout map and geological - geotechnical longitudinal profile as shown in figure 3, after excavation of the top soil, the spillway will be located on an appropriate bedrock. Furthermore, it will be possible to remove the loose soil and rocks and stabilize the trench-excavation slope in approach channel using support Geo-grid as well as cultivation of plants, trees and bushes, in long term surface protection of course after doing slope stability analysis process. 1407