References
1. Mehta, P. Kumar Greening of the concrete industry for sustainable development", Concrete International, 24(7), pp. 23-28 (2002).
2. Ozbakkaloglu, T., and Lim, J. Stress-strain model for normal- and light-weight concretes under uniaxial and triaxial compression", Construction and Building
Materials, 71, pp. 492-509 (2014).
3. Desai, C.S., Mechanics of Materials and Interfaces:
The Disturbed State Concept, CRC press (2010).
4. Bazant, Z.P. Nonlocal disturbance theory based on
micromechanics of crack interactions", Journal of
Engineering Mechanics, ASCE, 120(3), pp. 593-617
(1994).
5. Ouria, A., Desai, C.S., and Tou gh, V. Disturbed
state concept-based solution for consolidation of plastic
clays under cyclic loading", International Journal of
Geomechanics, 15(1), pp. 208-214 (2014).
564 M. Hosseinali and V. Tou gh/Scientia Iranica, Transactions A: Civil Engineering 25 (2018) 557{564
6. Tou gh, V., Shirkhorshidi, S.M., and Hosseinali,
M. Experimental investigation and constitutive
modeling of polymer concrete and sand interface",
International Journal of Geomechanics, ASCE,
10.1061/(ASCE)GM.1943-5622.0000695 (2016).
7. Tou gh, V., Hosseinali, M., and Shirkhorshidi, S.M.
Experimental study and constitutive modeling of
polymer concrete's behavior in compression", Construction
and Building Materials, 112(1), pp. 183-190
(2016).
8. Kachanov, L.M., The Theory of Creep, (English Translation
edited by A.J. Kennedy), Chapters IX and X.
National Lending Library, Boston (1958).
9. Desai, C.S. A consistent nite element technique
for work-softening behavior", Proceeding International
Conference on Computational Methods in Nonlinear
Mechanics, J.T. Oden et al., Eds., Austin, Tex., USA
(1974).
10. Rabotnov, Y.N., Creep Problems in Structural Members,
North-Holland, Amsterdam (1969).
11. Desai, C.S., Somasundaram, S., and Frantziskonis, G.
A hierarchical approach for constitutive modelling of
geologic materials", International Journal for Numerical
and Analytical Methods in Geomechanics, 10(3),
pp. 225-257 (1986).
12. Frantziskonis, G. and Desai, C.S. Constitutive model
with strain softening", International Journal of Solids
and Structures, 23(6), pp. 733-750 (1987).
13. Desai, C.S. Further on uni ed hierarchical models
based on alternative correction or disturbance approach",
Report, Department of Civil Engineering and
Engineering Mechanics, University of Arizona, Tucson,
AZ, USA (1987).
14. Ma, Y. and Desai, C.S. Constitutive modelling of
joints and interfaces by using disturbed state concept",
NSF Report, Department of Civil Engineering and
Engineering Mechanics, University of Arizona, Tucson,
AZ (1990).
15. Kaar, P.H., Hanson, N.W., and Capell, H.T. Stressstrain
characteristic of high strength concrete", Research
and Development Bulletin RD051-01D, Portland
Cement Association, Skokie, Illinois (1977).
16. Wischers, G. Application and e ects of compressive
loads on concrete", Betontechnische Berichte, 2
(1979).
17. Newman, J.B., Concrete Under Complex Stress, London,
UK, Department of Civil Engineering, Imperial
College of Science and Technology, London, UK
(1979).
18. Shah, S.P., Naaman, A.E., and Moreno, J. E ect
of con nement on the ductility of lightweight concrete",
International Journal of Cement Composites
and Lightweight Concrete, 5(1), pp. 15-25 (1983).
19. Hurlbut, B. Experimental and computational investigation
of strain-softening in concrete", PhD Dissertation,
University of Colorado (1985).
20. Ahmad, S.H. and Shah, S.P. Behaviour of hoop con-
ned concrete under high strain rates", ACI Journal
Proceedings, 82(5), pp. 634-47 (1985).
21. Zhang, M.H. and Gjorv, O.E. Mechanical properties
of high-strength lightweight concrete", ACI Materials
Journal, 88(3), pp. 240-247 (1991).
22. Bellotti, R. and Rossi, P. Cylinder tests: experimental
technique and results", Materials and Structures,
24(1), pp. 45-51 (1991).
23. Dahl, K.K.B. A constitutive model for normal and
high strength concrete", Project 5, Report 5.7, American
Concrete Institute, Detroit (1992).
24. Taerwe, L.R. In
uence of steel bers on strainsoftening
of high-strength concrete", ACI Materials
Journal, 89(1), pp. 54-60 (1992).
25. Hsu, L.S. and Hsu, C.T. Complete stress-strain behaviour
of high-strength concrete under compression",
Magazine of Concrete Research, 46(169), pp. 301-312
(1994).
26. Xie, J., Elwi, A.E. and Macgregor, J.G. Mechanicalproperties
of high-strength concretes containing silica
fume", ACI Materials Journal, 92(2), pp. 135-45
(1995).
27. Wee, T.H., Chin, M.S., and Mansur, M.A. Stressstrain
relationship of high-strength concrete in compression",
Journal of Materials in Civil Engineering,
8(2), pp. 70-76 (1996).
28. Attard, M.M. and Setunge, S. Stress-strain relationship
of con ned and uncon ned concrete", ACI
Materials Journal, 93(5), pp. 432-442 (1996).
29. Shannag, M.J. Characteristics of lightweight concrete
containing mineral admixtures", Construction and
Building Materials, 25(2), pp. 658-662 (2011).
30. Desnerck, P., Schutter, G.D., and Taerwe, L. Stressstrain
behavior of self-compacting concrete containing
limestone llers", Structural Concrete, 13(2), pp. 95-
101 (2012).
)