Comparison of Permeability and Groutability of Ostur Dam Site Rock Mass for Grout Curtain Design

2012 ◽  
Vol 46 (2) ◽  
pp. 341-357 ◽  
Author(s):  
S. M. Sadeghiyeh ◽  
M. Hashemi ◽  
R. Ajalloeian
Keyword(s):  
Rock Mass ◽  
Grout Curtain ◽  
Dam Site

scholarly journals Engineering geological zoning of the Scorillo Dam site, Romania

2000 ◽  
Vol 22 ◽  
Author(s):  
Cristian Marunteanu ◽  
Ion Durdun
Keyword(s):  
Rock Mass ◽  
Modulus Of Elasticity ◽  
Grout Curtain ◽  
Rock Quality Designation ◽  
Rock Quality ◽  
Rock Mass Quality ◽  
Engineering Geological Zoning ◽  
Dam Site

A model of engineering geological classification and zoning of the Scorillo Dam site in Romania is proposed to optimise the design of the dam and of the grout curtain. The rock mass was classified into four categories: from 1 (good) to 4 (very poor), according to the rock mass quality (RMQ) at the dam site. Parameters available and used to determine the RMQ were lithology, degree of weathering and fragmentation, rock quality designation (RQD), and modulus of elasticity (E). Based on the study, a new design of the dam, its slopes, and the grout curtain was carried out.

Evaluation of rock mass improvement due to cement grouting by Q-system at Bakhtiary dam site

2015 ◽  
Vol 74 ◽  
pp. 38-44 ◽  
Author(s):  
A. Zolfaghari ◽  
A. Sohrabi Bidar ◽  
M.R. Maleki Javan ◽  
M. Haftani ◽  
A. Mehinrad
Keyword(s):  
Rock Mass ◽  
Cement Grouting ◽  
Dam Site ◽  
Q System ◽  
Bakhtiary Dam

Analysis of engineering properties of rock mass of Shah-wa-Arus dam site, Kabul, Afghanistan

2019 ◽  
Vol 5 (1) ◽  
pp. 18-28
Author(s):  
Abdulhalim Zaryab ◽  
◽  
Mohammad Ibrahim Najaf ◽  
Mohammad Zia Jamal ◽  
◽  
...  
Keyword(s):  
Rock Mass ◽  
Engineering Properties ◽  
Dam Site
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