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International Journal of Materials Science and Applications. 3 (2014) 147–151
Dental Materials. 24 (2008) 244–249
Journal of Inorganic and Organometallic Polymers and Materials. 31 (2021) 2532–2541
Journal of Porous Materials. 15 (2008) 433–444
Materials Letter. 57 (2003) 1723-1731

The test raw material and the method 2.1 Test materials The clay of test taken from Hohhot, a site for the newly piled all disturbed clay, loose soil, soil and its main physical property indexes are shown in table 1.
The chemical reaction of ion exchange and sorption is made by cementitious materials of cement hydration and clay and silt that surround soil of a certain activity.
[7] Qingwen Ma,Ping Xu, etc., Journal of building materials: 2010, 13 (1) : 57-61 [8] Zhiquan Zhang ,Guijuan Zhao, etc.
,natural science edition, 2007, 27 (5) : 20-23 [9] Xianzhi Huang, Xiaohong Bai.
Journal of building materials, 2006, 9 (3) : 291-296

Materials Research Bulletin 47 (2012) 3670-3675
Journal of Hazardous Materials 239-240 (2012) 279-288
Journal of Colloid and Interface Science. 417 (2014) 356-368
Materials Chemistry. 3 (1993) 883-888
Materials Chemistry. 18(2006), 2567-2576

Introduction In most engineering constructions, machines and technical equipment we find the problem of fatigue materials [3].
For materials modeled by equation (11), for which the coupled strain takes negligibly small values​​, the equation reduced to the well-known Ramberg-Osgood proposal. 3. 
For further analysis is necessary to perform experiments for different materials and to analyze the results on the basis of experimental and modeled hysteresis loop. 4.
The proposed model is valid for materials which have a double cyclic yield strength is less than the applied stress amplitude.
References [1] BÄUMEL A., SEEGER T.: Material Data for Cyclic Loading, Materials Science Monographs, Vol. 42A – E, 1987, Supplement 1, 1990, Elsevier Science Publishers

Baker Company, USA) were used as starting materials.
Beni-Suef University Journal of Basic and applied Science, 2(2013),72-79 [4] K.S.
Soliman, Materials Science & Technology, 26(2010), 445-452 [8] K.S.
Fouad, Materials Science and Technology, 22(2006),1396-1400 [9] K.S.
Abdel Halim, Materials Science and Engineering A, 452-453(2007), 15-22 [19] H.Q.

Abstract.Reinforced soil has been among the most effective soil modification materials.
The advances of these materials have usually been considered by an increase in their applications.
MATERIAL Composite materials consist of two parts.
REFERENCES [1] Akbulut, S., Arasan, S. and Kalkan, E. (2007) Modification of clayey soils using scrap tire rubber and synthetic fibres, Journal of Applied Clay Science 38, 23-32
[5] Chegenizadeh, A. and Prof.Hamid Nikraz ,”Composite Soil: Fibre Inclusion and Strength”, Journal of Advanced Materials Research,1646, 2011 [6] Chegenizadeh, A. and Hamid Nikraz ,Interaction of soil and short fibre, , ASTM digital library,2011 [7] Chegenizadeh, A. and Hamid Nikraz, Composite Clayey Sand and Short Fibre, Advanced Materials Research Journal [8] Freitag, D.R. (1986) Soil randomly reinforced with fibres, Journal of Geotechnical Engineering ASCE 112 (8), pp. 823–826

This property of cutting materials defined theirs life-time.
Durability of cutting materials is defined in standard ISO 3685.
One of these cuting materials contained in this standard is cutting ceramic.
One of these materials is cutting ceramic.
International Journal Machining and Machinability of Materials, 5 (2009) 4, pp. 383-400, ISSN 1748-5711 [3] E.

The shape memory effect of such materials is investigated through shape recovery experiments.
The shape recovery behaviors of such materials are investigated through shape recovery experiments.
Yamada: Journal of Intelligent Material Systems and Structures Vol.8 (1997), p.711 [4] H.
Norimitsu: Mechanics of Materials Vol.33 (2001), p.545 [5] B.
Li: Key Engineering Materials Vol.419-420 (2010) p.497

Hence researchers should consider the economic development of road traffic area, environment of operational bridge, variation of load, deterioration law of materials, and maintenance cost of LCC for predicting RSL of bridge.
Proceedings of Building Materials and Components, Brighton, UK, 7-9 November 1990: 5-16 ], Wang and Zhao’s model[[] Wang XM, Zhao HY.
Durability of building materials and components 6.
ACI Materials Journal, Vol. 93 (1996), p. 602-608 ] presented the practical model for predicting the useful life of in-service concrete structure: . (3) Where, m is the experimental coefficient,, c0 is the initial chloride concentration of concrete inner, cs is the same as Eq.(2), ccr is the same as Eq.(1).
Journal of Zhejiang University: Engineering Science, Vol. 44 (2010), p. 831-836 (In Chinese) ] proposed the modified chloride diffusion model: . (6) Where, K is the deterioration coefficient of chloride diffusion; R is the chloride combination ability coefficient of concrete. 2) Reliability-based RSL prediction model During the useful life of bridge, reliability index is determined by analyzing time-dependent reliability.

Mo: New Chemical Materials(in chin.)
Liu: Journal of Materials Science and Engineering (in chin.)
Wang: Journal of Inorganic Materials (in chin.)
Zhi :Journal of Southwest University(Natural Science Edition) (in chin.)
Hazardous Materials Vol. 137 (2006), p. 1838