[1]
K.L. Scrivener, A.K. Crumbie, P. Laugesen, The interfacial transition zone (ITZ) between cement paste and aggregate in concrete, Interface Science. 12(2004) 411-421.
DOI: 10.1023/b:ints.0000042339.92990.4c
Google Scholar
[2]
Farran J, Revus des Mater da Constr. Trav Publ, (1956).
Google Scholar
[3]
Y. Zhang, W. Sun, W. Lin, K. Zheng, J. Sha, S. Liu, In situ quantitatively tracking the hydration process of interfacial transition zone between coarse aggregate and K-PSDS geopolymer matrix with esem, Journal of the Chinese Ceramic Society. 31(2003).
Google Scholar
[4]
N. Burlion, D. Bemard, D. Chen, X-ray microtomograghy. Application to microstructure analysis of a cementitious material during leaching process, Cement and Concrete Research. 36(2006)346-357.
DOI: 10.1016/j.cemconres.2005.04.008
Google Scholar
[5]
X. Pu, Y. Wang, The pore structure and interface structure of super high-strength concrete, China Concrete and Cement Products. 3(2004)9-13.
Google Scholar
[6]
D. Zhu, Study on the fracture damage characteristic of high toughness cementitious composite with Acoustic Emission Technique, Journal of Wuhan University of Technology. 7(2012)94-97.
Google Scholar
[7]
X. Zeng, T. Sui, Y. Xie, Z. Li, L. Fan, Interaction between superplasticizer and cement by electrical resistivity method, Journal of the Chinese Ceramic Society. 36(2008)1390-1395.
Google Scholar
[8]
F. Dang, Y. Liu, W. Ding, H. Chen, Quantitative analysis of concrete CT images based on damage-fracture evolution theory, Chinese Journal of Rock Mechanics and Engineering. 26(2007)1588-1593.
Google Scholar
[9]
V.S. Harutyunyan, E.S. Abovyan, P.J.M. Monteiro, V.P. Mkrtchyarr, M.K. Balyan, A.P. Aivazyan, X-ray diffraction investigations of microstructure of calcium hydroxide crystallites in the interfacial transition zone of concrete, Journal of the American Ceramic Society. 86(2003).
DOI: 10.1111/j.1151-2916.2003.tb03625.x
Google Scholar
[10]
K. Zheng, W. Sun, W. Lin, Q. Zhao, Effects of blast furnace slag on micro-mechanical properties of interface transition zone, Journal of Nanjing University of Aeronautics & Astronautics. 3(2008)407-411.
Google Scholar
[11]
A. Elsharief, M.D. Cohen, J. Olek, Influence of aggregate size, water cement ratio and age on the microstructure of the interfacial transition zone, Cement and Concrete Research. 33(2003)1837-1849.
DOI: 10.1016/s0008-8846(03)00205-9
Google Scholar
[12]
A. Leemann, B. Munch, P. Gasser, L. Holzer, Influence of compaction on the interfacial transition zone and the permeability of concrete, Cement & Concrete Research. 36(2006)1425-1433.
DOI: 10.1016/j.cemconres.2006.02.010
Google Scholar
[13]
M. Luo, Q. Zeng, X. Pang, K. Li, Effect of curing conditions on pore structure of cement based materials, Journal of the Chinese Ceramic Society. 5(2013)597-604.
Google Scholar
[14]
C. Pang, C.K.Y. Leung, W. Sun, J. Xu, Fracture properties and micro-pore structure of cementitious composites, Journal of Building Materials. 14(2011)523-527.
Google Scholar
[15]
J. Zheng, G. Peng, L. Shao, Calculation of ITZ area fraction in concrete with aggregate shape effect, Concrete. 7(2009)70-73.
Google Scholar
[16]
Y. Ouyang, X. Chen, Y. Cai, Interfacial microstructure characteristics and ultimate tensile properties of concrete with different kinds of aggregates, Journal of Building Materials. 6(2011)834-838.
Google Scholar
[17]
J. Zhou, J. Pan, C.K.Y. Leung, Z. Li, Influence of size effect on bonding performance between coarse aggregate and cement paste, Journal of Building Materials. 5(2012)712-716.
Google Scholar
[18]
F. Ma, J. Sun, Y. Zhang, Z. Chen, Effect of modification of interfacial structure on road properties of concrete, Journal of Building Materials. 4(2001)351-355.
Google Scholar
[19]
X Pu, Y. Wang, Efficient active mineral admixture and cement base material. The eighth national silicate cement chemical academic conference proceedings, (2001).
Google Scholar
[20]
J. Chang, A study of the bond degradation of rebar due to cathodic protection current, Cement and Concrete Research. 32(2002)657-663.
DOI: 10.1016/s0008-8846(01)00740-2
Google Scholar
[21]
L. Qi, Mechanical properties of the concrete interface, Journal of Guangxi University of Technology. 3(1996)36-39.
Google Scholar
[22]
Y. Yang, H. Ba, Interface microstructure and mechanical properties of concrete with antifreezing admixture at subzero temperatures, Journal of the Chinese ceramic society. 8(2007)1125-1130.
Google Scholar
[23]
G.A. Rao, B.K.R. Prasad, Influence of type of aggregate and surface roughness on the interface fracture properties, Materials and Structures. 37(2004)328-334.
DOI: 10.1007/bf02481679
Google Scholar
[24]
Zhu Y., Experimental investigation on the mechanieal properties of mortar-aggregate interface in concrete (in Chinese, dissertation), Dalian: Dalian University of Techonology, (2011).
Google Scholar
[25]
Q. Yu, T. Yang, C. Tang, Digita simulation of influence of tensile strength of interfacial transition zone on tensile fracturing process of concrete, Journal of Building Materials. 12(2009)643-649.
Google Scholar
[26]
H. Chen, W. Sun, P. Stroeven, Review on the study of effect of ITZ on the macro properties of cementitious composite, Journal of Building Materials. 1(2005)51-62.
Google Scholar
[27]
Tang G., The percolation structure of cement paste-aggregate interfacial transition zone and its effect on the properties of mortar and concrete(in Chinese, dissertation), Shanghai: Tonggi University, (2000).
Google Scholar
[28]
C. C. Yang, Effect of the transition zone on the elastic moduli of mortar, Journal of Cement and Concrete Research. 28(1998)727-736.
DOI: 10.1016/s0008-8846(98)00035-0
Google Scholar
[29]
J. Zhen, J. Lv, Z. Wu, The concrete elastic modulus prediction on inhomogeneous interface, Acta Materiae Compositae Sinica. 25(2008)141-146.
Google Scholar
[30]
Z. Hashin, P.J.M. Monteiro, An inverse method to determine the elastic properties of the interphase between the aggregate and the cement paste, Cement and Concrete Research. 32(2002)727-736.
DOI: 10.1016/s0008-8846(02)00792-5
Google Scholar
[31]
Z. Li, Research of rock and mortar interface crack fracture criterion, Jouranl of Dalian University of Technology. 37(1997)57-60.
Google Scholar
[32]
AAC 13. 1, Determination of the specific fracture energy and strain softening of AAC, RILEM Recommended Practice, Autoclaved Concrete, Properties, Testing and Design, E&FN Spon, 1993, pp.333-339.
DOI: 10.1201/9781482271362-110
Google Scholar
[33]
Y.L. Wong, L. Lam, C.S. Poon, et al. Properties of fly ash-modified cement mortar-aggregate interface, Cement and Concrete Research. 29(1999)1905-(1913).
DOI: 10.1016/s0008-8846(99)00189-1
Google Scholar
[34]
B.H. Bharatkumar, B.K. Raghuprasad, D.S. Ramachandramurthy, et al. Effect of fly ash and slay on the fracture characteristics of high performance concrete, Materials and Structures. 38(2005)63-72.
DOI: 10.1007/bf02480576
Google Scholar
[35]
E.K. Tschegg, H.M. Rotter, P.E. Roelfstra, et al. Fracture mechanical behavior of aggregate-cement matrix interfaces, Materials in Civil Engineering. 7(1995)199-203.
DOI: 10.1061/(asce)0899-1561(1995)7:4(199)
Google Scholar
[36]
D.M. Tan, Cracks at mortar-stone interfaces, Acta Metall, Mater. 43(1995)3701-3707.
Google Scholar
[37]
I. Odler, A. Zurz, Structure and bond strength of cement aggregate interfaces, Bonding in Cementtitious Composites(MRS Vol 114). Pittsburgh: Materials Research Society, 1988, pp.21-27.
DOI: 10.1557/proc-114-21
Google Scholar
[38]
MG. Alexander, S. Mindess, Properties of paste rock interfaces and their influence on composite behavior, Material Structure. 28(1995)497-506.
Google Scholar
[39]
K. Shibanuma, T. Utsunomiya, Evaluation on reproduction of priori knowledge in XFEM, Finite Elements in Analysis and Design. 47( 2011) 424-433.
DOI: 10.1016/j.finel.2010.11.007
Google Scholar
[40]
H.K. Man, J.G.M. van Mier, Damage distribution and size effect in numerical concrete from lattice analysis, Cement and Concrete Composites. 33( 2011)867-880.
DOI: 10.1016/j.cemconcomp.2011.01.008
Google Scholar
[41]
K. Varol, S. Siddik, Size effect in normal-and high-strength concrete with different notches under the axial load, Journal of Materials in Civil Engineering. 21(2009)433-445.
DOI: 10.1061/(asce)0899-1561(2009)21:9(433)
Google Scholar
[42]
T. Belytschko, R. Gracie, G. Ventura, A review of extended/generalized finite element methods for material modeling, Modeling and Simulation in Materials Science and Engineering. 17(2009) 1-24.
DOI: 10.1088/0965-0393/17/4/043001
Google Scholar
[43]
M. Du, X. Du, L. Jin, A mesoscopic simulation analysis of interface transition zone characteristics effect on mechanical properties of concrete, Journal of Civil, Architectural & Environmental Engineering. 6(2012) 235-238.
Google Scholar
[44]
C. Hu, Research on the interfacial bonding behavior of existing concrete members repaired with SHCC (in Chinese, dissertation), Xi'an: Xi'an University of Architecture and Techonology, (2013).
Google Scholar
[45]
J. Zhang, Q. Liu, L. Wang, Conditions promoting crack growth in concrete along the aggregate/matrix interface or into the aggregate, Journal of Tsinghua University. 44(2004) 387-390.
Google Scholar
[46]
Z. Wang, Y. Zhou, F. Chen, Research of concrete fracture energy, Port & Waterway Engineering. 9(2005)34-40.
Google Scholar
[47]
E.N. Landis, E.N. Nagy, D.T. Keane, Microstructure and fracture and fracture in three dimensions, Engineering Fracture Mechanics. 70(2003) 911-925.
DOI: 10.1016/s0013-7944(02)00157-1
Google Scholar
[48]
Z. Zhao, M. Li, Z. Zhao, Research on softening curve of concrete and fracture energy by inverse analysis, Concrete. 7(2010)4-7.
Google Scholar