scholarly journals Uptake of uranium, thorium, radium and potassium by four kinds of dominant plants grown in uranium mill tailing soils from the southern part of China

2016 ◽  
Vol 51 (2) ◽  
pp. 141-144
Author(s):  
X. Yan ◽  
X. G. Luo
Keyword(s):  
2013 ◽  
Vol 38 ◽  
pp. 24-32 ◽  
Author(s):  
Ziheng Miao ◽  
Hakan N. Akyol ◽  
Andrew L. McMillan ◽  
Mark L. Brusseau
Keyword(s):  

Landslides ◽  
2014 ◽  
Vol 11 (3) ◽  
pp. 527-536 ◽  
Author(s):  
Magda Čarman ◽  
Mateja Jemec Auflič ◽  
Marko Komac

2012 ◽  
Vol 152 (1-3) ◽  
pp. 215-219 ◽  
Author(s):  
J. Wang ◽  
J. Liu ◽  
L. Zhu ◽  
J. Y. Qi ◽  
Y. H. Chen ◽  
...  

2000 ◽  
Vol 88 (2) ◽  
Author(s):  
W. Schimmack ◽  
D. Klotz ◽  
R. Kretner ◽  
K. Bunzl

The leaching of natural radionuclides from the material of a uranium mill tailing at Crossen/Saxony was investigated using eight columns (20 cm diameter, 50 cm height). Six columns were irrigated in the laboratory by synthetic rainwater of pH 6, 3 and 2, two columns were exposed outdoor to natural meteorological conditions. In the effluent of the columns, the concentrations of the radionuclides were measured periodically. With exception of the initial phase after installation of the columns (ca. 0.4 y), the leaching rates of radionuclides decreased slowly within the observation period of 4.5 years. Due to the buffering capacity of the tailings material, acidifying the irrigation water of the laboratory columns did not effect the effluent concentrations of the radionuclides. However, significant differences were observed between laboratory and outdoor columns: outdoor, the concentration of


2013 ◽  
Vol 477-478 ◽  
pp. 697-700
Author(s):  
Yan Zheng ◽  
Hong Zhen Kang ◽  
Guang Qi Wang

For application of FMT (ferrous mill tailing) to structural concrete, it is urgent need to study the bond behavior of reinforced bars with FMT concrete. In this paper, 72 pull-out tests of HRB335 steel bars from FMT concrete were carried out. The test phenomena and various factors influence on bond behavior were obtained. The results show that the bonding performance between deformed bars and FMT concrete is approximate to that of deformed bars and ordinary concrete. The results should provide technical support for application of FMT concrete in building structures.


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