1 |
NWMD, Technical Support Document, New nucleareDarlington environmental assessment, in: Nuclear Waste Management Division (NWMD), 2009. -Report No.NK054-REP-07730-00027 Rev 000, Ontario, Canada.
|
2 |
A. Husain, K. Choi, Status of storage, disposal and transportation containers for the management of used nuclear fuel, in: Nuclear Waste Management Organization (NWMO), Ontario, Canada, 2003.
|
3 |
IAEA, Survey of wet and dry spent fuel storage, in: International Atomic Energy Agency (IAEA), 1999. - Report No. TECDOC-1100.
|
4 |
IAEA, Storage tanks for liquid radioactive waste: their design and use, in: International Atomic Energy Agency (IAEA), 1972. - Report No. 135, Vienna, Austria.
|
5 |
IAEA, Containers for packaging of solid and intermediate level radioactive wastes, in: International Atomic Energy Agency, 1993. -Report No. 355, Vienna, Austria.
|
6 |
Canadaca, Canadian Nuclear Safety Commission, Government of Canada, 2017.
|
7 |
I. Hudoba, Utilization of concrete as a construction material in the concept of radioactive waste storage in Slovak republic, Acta Montan. Slovaca 12 (2007) 157-161.
|
8 |
K. Wille, A.E. Naaman, S. El-Tawil, G.J. Parra-Montesinos, Ultra-high performance concrete and fiber reinforced concrete: achieving strength and ductility without heat curing, Mater. Struct. 45 (2011) 309-324.
DOI
|
9 |
J.C. Walraven, High performance fiber reinforced concrete: progress in knowledge and design codes, Mater. Struct. 42 (2009) 1247-1260.
DOI
|
10 |
H. Othman, H. Marzouk, Impact response of ultra-high-performance reinforced concrete plates, ACI Struct. J. 113 (2016) 1-10, https://doi.org/10.14359/51689157.
DOI
|
11 |
H. Othman, H. Marzouk, Dynamic identification of damage control characteristics of ultra-high performance fiber reinforced concrete, Construct. Build. Mater. 157 (2017) 899-908, https://doi.org/10.1016/j.conbuildmat.2017.09.169.
DOI
|
12 |
P. Acker, M. Behloul, Technology: a large spectrum of properties, a wide range of applications, in: International Symposium on Ultra High Performance Concrete, Kassel, Germany, 2004, pp. 11-24.
|
13 |
NESS, Concrete code and standards for nuclear power plants: recommendations for future development, in: Nuclear Energy Standards Coordination Collaborative, USA, 2011, p. 48.
|
14 |
O. Sigmund, Topology Optimization: a Tool for the Tailoring of Structures and Materials, Transactions of the Royal Society, 2000, pp. 211-226.
|
15 |
A. Tomas, P. Marti, Shape and size optimisation of concrete shells, Eng. Struct. 32 (2010) 1650-1658.
DOI
|
16 |
H. Othman, T. Sabrah, H. Marzouk, Feasibility of using ultra-high performance fiber reinforced concrete for radioactive waste containers: drop test simulation, Nucl. Eng. Des. 325 (2017) 113-123, https://doi.org/10.1016/j.nucengdes.2017.09.019.
DOI
|
17 |
Simulia, ABAQUS 6.14 User's Manuals, Dassault Systemes Simulia Corp, 2016.
|
18 |
IAEA, Regulations for the safe transport of radioactive material, in: International Atomic Energy Agency -Report No. SSR-6, Vienna, Austria, 2012.
|
19 |
MathWorks, Program, 2015.
|
20 |
CSA A23.3, (Canadian Standards Association) Design of Concrete Structures, 2004. Mississauga - Canada.
|
21 |
H. Othman, Performance of Ultra-high Performance Fibre Reinforced Concrete Plates under Impact Loads, Ph.D. dissertation, Ryerson University, 2016.
|
22 |
H. Othman, H. Marzouk, An experimental investigation on the effect of steel reinforcement on impact response of reinforced concrete plates, Int. J. Impact Eng. 88 (2016) 12-21, https://doi.org/10.1016/j.ijimpeng.2015.08.015.
DOI
|
23 |
H. Othman, H. Marzouk, Strain rate sensitivity of fiber-reinforced cementitious composites, ACI Mater. J. 113 (2016) 143-150, https://doi.org/10.14359/51688461.
DOI
|
24 |
Lafarge, Lafarge North America, 2016. http://www.ductal-lafarge.com.
|
25 |
H. Othman, H. Marzouk, Finite-element analysis of reinforced concrete plates subjected to repeated impact loads, J. Struct. Eng. 143 (2017) 1-16, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001852.
DOI
|
26 |
A.S. Genikomsou, M.A. Polak, Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS, Eng. Struct. 98 (2015) 38-48, https://doi.org/10.1016/j.engstruct.2015.04.016.
DOI
|
27 |
A. Hillerborg, M. Modeer, P.-E. Petersson, Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements, Cement Concr. Res. 6 (1976) 773-781, https://doi.org/10.1016/0008-8846(76)90007-7.
DOI
|
28 |
H. Othman, H. Marzouk, Applicability of damage plasticity constitutive model for ultra-high performance fibre reinforced concrete under impact loads, Int. J. Impact Eng. 114 (2018) 20-31, https://doi.org/10.1016/j.ijimpeng.2017.12.013.
DOI
|
29 |
L. Malvar, J. Crawford, Review of static and dynamic properties of steel reinforcing bars, ACI Mater. J. 95 (1998) 609-616.
|
30 |
D. Davis, J. Jowett, K. Kinsella, J.S. Lund, P. Meredith, P. Walker, D.A. Wells, Study of the Impact Behaviour of Packages Containing Intermediate Level Radioactive Waste Coming from Nuclear Installations, Commission of the European Communities (nuclear science and technology), Luxembourg, 1989.
|
31 |
NDA, Geological Disposal: waste package accident performance status report, in: Nuclear Decommissioning Authority-report No NDA/RWMD/032, Didcot, Oxon, UK, 2010.
|
32 |
Y. Sheng, W. Peng, Z. Wen, M. Fukuda, Physical properties of frozen soils measured using ultrasonic techniques, in: Proceedings of 8th International Conference on Permafrost, 2003, pp. 1035-1038.
|
33 |
H. Yang, Z. Zhou, X. Wang, Q. Zhang, Elastic modulus calculation model of a soil-rock mixture at normal or freezing temperature based on micromechanics approach, Advances in Materials Science and Engineering (2015), https://doi.org/10.1155/2015/576080.
DOI
|
34 |
S. Tholance, Drop test behaviour of a low radioactive waste package in concrete, in: 4th European Hyperworks Technology Conference, Versailles, France, 2010.
|
35 |
M. Salimi, E.A. Amirabadi, N. Ghal-eh, G.R. Etaati, Design and simulation of concrete reinforced with fiber as a shield to Gamma and Neutron radiations, Int. Sci. Invest. J. 2 (2013) 60-71.
|
36 |
K. Terzaghi, R.B. Peck, G. Mesri, in: Soil Mechanics in Engineering Practice, third ed., John Wiley & Sons., 1996.
|