Methodology for determination of rock durability with special attention to waste rock from metallic mineral deposits

ce/papers ◽  
2018 ◽  
Vol 2 (2-3) ◽  
pp. 567-572
Author(s):  
Elena ANGELOVA ◽  
Igor PESHEVSKI ◽  
Milorad JOVANOVSKI
2014 ◽  
Vol 2 ◽  
pp. 24-35
Author(s):  
Kabiraj Paudyal

A detailed geological investigation was carried out to assess the distribution of minerals and their geological control in Bandipur-Gondrang area of Tanahu district, a part of Lesser Himalaya in central Nepal. The area is found rich in both metallic and non-metallic mineral deposits. The main metallic minerals found are iron in Phalamdada and Labdi Khola, copper in Bhut Khola and poly-metallic deposits including suspected gold in Bhangeri Khola and Jaubari Khola-Bar Khola sections. A large deposit of inorganic carbon is found around the Gondrang-Watak area. Similarly, a good quality of green marble (metabasite) is found as decorative stone in Bagar Khola area and good quality of roofing stone in Bandipur area. In addition to these economic deposits other several sub economic to non-economic mineral are also located in the geological map of the area. Categorization of these mineral deposits is based on the probable reserve and laboratory analysis of related samples. Geological control of mineral deposits is considered to be the stratigraphic, structural, metamorphic and hydrothermal. Iron mineralization of the area is found stratigraphical control, copper deposits by magmatism of basic rocks (amphibolites), and poly-metallic deposits are related to the hydrothermal processes.


1997 ◽  
Vol 98 (3-4) ◽  
pp. 345-359 ◽  
Author(s):  
Y. Tan ◽  
A. I. M. Ritchie

2005 ◽  
Vol 31 (1) ◽  
pp. 147-174 ◽  
Author(s):  
M. J. Crow ◽  
T. M. Van Leeuwen

2014 ◽  
Vol 1000 ◽  
pp. 85-90
Author(s):  
Martina Drdlová ◽  
Radek Holešinský ◽  
Radek Řídký ◽  
Jan Křesťan

The paper summarizes the up to now results of the development of special concrete intended for the explosion resistance applications, the emphasis is put also on minimal secondary fragments formation at the explosion. The fine-grained concrete matrix has been reinforced by various types of dispersed fibers (metallic, mineral and polymer) of different sizes and by their combination, while the same volume content of fibres has been kept. The concrete prism samples have been subjected to the determination of mechanical parameters (compressive and flexural strength, modulus of elasticity). The concrete test elements of the same sizes as commercial products have been made and their explosion resistance was tested. The material characteristics and explosion test data have been used for modeling the adequate wall thickness of the concrete element which should resist the explosion defined by type, size, weight and placement of the blast. In the next step the test elements has been reinforced by additional outer layer of non-metallic tissue and subjected to explosion tests.


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