Hydrogeological Investigations in Deep Wells at the Meuse/Haute Marne Underground Research Laboratory

Author(s):  
Jacques Delay ◽  
Marc Distinguin
2020 ◽  
Vol 13 (4) ◽  
pp. 58-70
Author(s):  
V, G. Teslia ◽  
◽  
A. V. Rastorguev ◽  

In the coming years, an underground research laboratory will start being constructed at the Yeniseiskiy site within the Nizhnekanskiy rock mass. In this regard, arranging for subsoil monitoring is seen as a priority task to identify the required parameters of undisturbed rock mass. Specific features of hydrogeological setting within the rock mass at the Yeniseiskiy site necessitate interval monitoring in deep wells with open holes using multipacker systems. In-depth studies of sections with a discreteness of 1—2 m are required to identify the monitoring intervals. However, Russia has no hands-on experience in this matter. The article discusses international practice for arranging detailed research at analogue facilities and describes the equipment used. Interpretation of the data obtained is seen as an important part of the research with relevant technique associated with interval injection at constant pressure being discussed in the article


Author(s):  
Masashi Nakayama ◽  
Haruo Sato ◽  
Yutaka Sugita ◽  
Seiji Ito ◽  
Masashi Minamide ◽  
...  

In Japan, any high level radioactive waste (HLW) repository is to be constructed at over 300 m depth below surface. Tunnel support is used for safety during the construction and operation, and shotcrete and concrete lining are used as the tunnel support. Concrete is a composite material comprised of aggregate, cement and various admixtures. Low alkaline cement has been developed for the long term stability of the barrier systems whose performance could be negatively affected by highly alkaline conditions arising due to cement used in a repository. Japan Atomic Energy Agency (JAEA) has developed a low alkaline cement, named as HFSC (Highly Fly-ash Contained Silicafume Cement), containing over 60 wt% of silica-fume (SF) and fly-ash (FA). HFSC was used experimentally as the shotcrete material in construction of part of the 140m deep gallery in the Horonobe Underground Research Laboratory (URL). The objective of this experiment was to assess the performance of HFSC shotcrete in terms of mechanics, workability, durability, and so on. HFSC used in this experiment is composed of 40 wt% OPC (Ordinary Portland Cement), 20 wt% SF, and 40 wt% FA. This composition was determined based on mechanical testing of various mixes of the above components. Because of the low OPC content, the strength of HFSC tends to be lower than that of OPC. The total length of tunnel using HFSC shotcrete is about 73 m and about 500 m3 of HFSC was used. The workability of HFSC shotcrete was confirmed in this experimental construction.


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