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Modern construction industry is in need of new building materials with improved operational properties.
One of such materials is the sulfur-bituminous concrete – composite with matrix formed from sulfur and bitumen mix.
The construction technology mostly deals with heterogeneous multi-phase materials – composites, with different matrix materials, fillers, aggregates and admixtures.
One of such materials is the so-called sulfur-bituminous concrete – disperse-filled composite with fine and coarse fillers, and with matrix formed from sulfur and bitumen mix.
Smirnov, Using Particle Systems to Model the Building Materials, Advanced Materials Research. 746 (2013) 277-280

Experimental study on the Ammonium Ion-Exchange Material and its removal of ammonia nitrogen from water LIU Qiongqiong1,a, TAN Xin*2,b, ZHAO Lin3,c 1School of Environmental Science and Engineering, Tianjin University，Tianjin 300072，P.R.China. 2School of Environmental Science and Engineering, Tianjin University，Tianjin 300072，P.R.China. 3School of Environmental Science and Engineering, Tianjin University，Tianjin 300072，P.R.China.
Materials and methods Experiment Material.
Study On Material Preparation.
Results and discussion Material Preparation.
American Journal of Epidemiology, 1994, 139(5)：466-473

Materials synthesis.
The synthesized conditions for the separation materials No.
Prior to adsorption measurements, all materials were vacuum dried for 10 h at 200℃ to remove moisture and impurities absorbed on the surface of the materials.
Acknowledgments The authors gratefully appreciate the financial support by the National Natural Science Foundation of China (Grant No. 50774025), Natural Science Foundation of Hei Longjiang Province (Grant No.B200911) and Young Science Foundation of Qiqihar University(Grant No. 2010k-M17).
[7] D.Lian,Q.H.Zhang, X.M.Luo, F.Liu and H.M.Liu:Journal of Instrumental Analysis.

It suggests that the main composition is the KNb3O8 and there is still some KNbO3 remaining, meanwhile, some materials have begun to convert to the K4Nb6O17.
The XRD pattern of the sample calcined at 1100℃ shows the strong diffraction peaks of K5.75Nb10.85O30, indicating that the most materials transformed into the K5.75Nb10.85O30.
Osterloh: Chemistry of Materials.
Justin Youngblood: Chemistry of Materials.
In Chinese [15] Haiping Cui, Jun Yan and Minghui Ye: Materials Science and Technology.

H., Antimicrobial Sol–Gel Coatings | Springerlink, Journal of Sol-Gel Science and Technology. 32 (2004) 219-222
Dou, Progress in Fabrication and Application of Superhydrophobic Surfaces On Metal Substrates, Journal of Materials Engineering. volume 1 (5) (2011) 93-98
Liu, Control and Prepartion to Wettability of Material Surfaces, Journal of Materials Engineering. (4) (2008) 74-80
Advanced Materials Interfaces. 2018
Jiang, Effect of Lubricant Viscosity On the Self-Healing Properties and Electrically Driven Sliding of Droplets On Anisotropic Slippery Surfaces, JOURNAL OF MATERIALS CHEMISTRY A. 6 (8) (2018) 3414-3421

Materials and Methods Sample Preparation.
Journal of Biological Science 4(5), (2004) 658–663
Journal of Agricultural Science. 2(2) (2010)
Journal of Science Malaysiana 41(2): (2012) 163-169
Journal of Polymer Science: Part C, 6: (1964) 65-81

The results show that the performance of cement cold regenerated materials meets the requirements.
This is because the old asphalt functions in the cold regenerated materials.
Comparing dry shrinkage coefficient of cement cold regenerated materials with semi-rigid materials, the dry shrinkage coefficient of cement cold regenerated materials is lower than that of the cement stabled macadam, and can satisfy the basic requirements for the subbase materials of high level highway and base of Grade 2nd highway. 3 Conclusions Applicability of basic road performances of cement cold regenerated materials are briefly analyzed through comprehensive performance test results.
Acknowledgments The authors appreciate the support of the Science Foundation Projects of Zhejiang Province (2011H26), and Science Foundation Projects of Shaanxi Educational Department (12JK0795).
Testing and analysis of semi-rigid base pavement in construction period[J].China Journal of Highway and Transport(2001),p.14-08

Altan: Journal of Materials Processing Technology, Vol. 98 (2000), p. 224 [2] J.
Geiger: Journal of Manufacturing Science and Technology, Vol. 1 (2008), p. 2 [3] F.
Hartl: Journal of Materials Processing Technology, Vol. 150 (2004), p. 18 [4] G.
Yang: Advanced Materials Research, Vol. 291-294 (2011), p. 595 [10] F.J.
Kim: Journal of Material Procession Technology, Vol. 160(2005), p. 24 [12] Y.

Journal of Anhui Agricultural Sciences. 5(2010) . p. 2553 [10] A.
Journal of Agro-Environment Science. 7(2010) . p. 1417 [19] Z.
Journal of Agro-Environment Science. 2(2009) . p. 420 [29] M.
Journal of Agro-Environment Science. 10(2009) . p. 2204 [32] M.
Journal of Agro-Environment Science. 5(2006) . p. 1127

Study of material properties for the multielement in Dipsacus asper Wall.  
This information is then used to calculate the amount of fertiliser required to maximise crop yield and quality.[1-3] Materials and Methods The experiment materials Dipsacus asper Wall. samples were collected from Gesala county, Yongxing county, Yumen county, Ala county, Zhongba county, Pingdi county, Salian county, Puwei county and Panlian county in Panzhihua City of Sichuan province.
Trace Elements Determination Methods for Foods.Journal of Henan university of science and Technology (Natural Science), 2004, 25(5): 89-92
Analytical sciences, 2001, 17(3): 391-398
Journal of Tongren Vocational and Technical College(Natural Science Edition). 2010, 8(5): 55-57