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In this paper, an automotive bushing is regarded as nonlinear viscoelastic incompressible material.
Gent: British Journal of Applied Physics Vol. 5 (1954), p. 354 [2] A.S.
Shi: International Journal of Mechanical Sciences Vol. 40 (1998), p. 1295 [3] S.
Wineman: International Journal of Non-Linear Mechanics Vol. 34 (1999), p. 779 [4] A.C.
Rogers: Journal of Mechanics and Physics of Solids Vol. 16 (1968), p. 59 [5] S.

References [1] Lei M K: Journal of Materials Science, 1999, 34(24):5975-5982
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[6] Lei M K: Journal of Materials Science, 1999, 34(24):5975-5982
[9] Fukaura K, Izumi H, Kawabe H.: Journal of the Society of Materials Science Japan, 1986, 35(393):603-609

Bibik, Materials Science Forum, 2013, pp.777-781
Murty, Materials Science and Engineering: A, 2010, pp.2370-2378
Poprawe, International Materials Reviews, 2012, pp.133-164
Vlasenko, Advanced materials, 2006, pp.79-85
Horyakova, Applied Mechanics and Materials, 2015, pp.23–27

Corrosion characteristics of transit pipeline API 5L X60 Jana Cervová1, a, Mária Hagarová1, b* 1Department of Materials Science, Faculty of Metallurgy, Technical University of Košice, Letná 9, 040 02 KOŠICE, Slovakia ajana.cervova@tuke.sk, b*maria.hagarova@tuke.sk Keywords: corrosion rate, natural gas, pipeline, soil Abstract.
Experimental material and methodology of experiments The investigated material in these experiments was steel API 5L X60.
The science of pipe corrosion: A review of the literature on the corrosion of ferrous metals in soils, Corrosion Science. 56, 0 (2012) 5-16
Comparative Studies On Mechanical and Corrosion Characteristics of API 5L X60 Steel and RST 37-2 Steel, Journal of Emerging Trends in Engineering and Applied Sciences (JETEAS). 3, 1 (2012) 137-143
Review: Electrical study of pipe - soil - earth system, Life Sciences Journal. 8, 2 (2011) 695-723.

This paper studies Portevin-Le Chatelier (PLC) effect as a form of dynamic material instability.
Le Chatelier: Comptes Rendus de l'Académie des Sciences, Paris, Vol. 176 (1923) p. 507 [3] A.
Fressengeas: Comptes Rendus de l'Académie des Sciences, Paris, Vol. 316 (1993) p. 867 [5] L.P.
Journal of Mech.
Sciences, Vol. 42 (2000) p. 2101 [7] P.B.

Eliezer: Journal of Materials Processing Technology Vol. 117 (2001), p. 381 [2] H.
Bronfin: Materials Science Forum, Vol. 350-351 (2000) p. 19 [5] B.L.
Ebert: Materials Science and Engineering A Vol. 302 (2001), p. 37 [6] A.
Kiełbus: Journal of Achievements in Materials and Manufacturing Engineering Vol. 20 (2007), p. 191 [14] Z.Q.
Han: Materials Science Forum, Vol. 546-49 (2007), p. 533

Materials and Methods Materials Test Material E. turcicum Pass. strains 85-1, 85-2,85-3, 85-4, H15, were provided by Professor Zhang Zhongyi FromYunnan Agricultural University.
Balasubramanya, Materials Letters , 61(6) (2007)1413-1418
Mathur, Indian Journal of Agricultural Sciences, 80(10) (2010) 888-892
Kozić, Seed Science Journal, 29 (3-4) (2013) 111-120
Stone,  MATERIALS RESEARCH SOCIETY SYMPOSIUM PROCEEDINGS, 774 (2003) 155

The use of composite materials is increasing although their behavior under impact fatigue loading remains rather unknown.
Results and discussion The use of composite materials in primary aircraft structures requires certification procedures to ensure the integrity of structures.
Goodwin: Composites Science and Technology Vol. 57 (1997), p. 509
Adams: Journal of Composite Materials Vol. 22 (1988), p.749
Pluvinage: International Journal of Fatigue Vol. 23 (2001), p. 877

However in some cases using geogrid reinforced lime and cement treated materials can be very effective, especially in case of seismic or dynamic loads.
The results of the unconfined compressive tests show that geogrid reinforcement improves the ductility of the treated materials.
Geosynthetics have found their way in geotechnical engineering after developments in polymer science and technologies.
The specimens of gravel materials were prepared also by two different performance methods, one is compacting the stabilized materials in mold and the other is using superplasticizer to attain a self compacting blend.
An almost linear relationship between the compressive strength of treated materials and the LCR ratio can be observed [15, 16 and 17].

Estimation the optimum mix proportion test and the control indexes 1.1 Grouting material (1) Raw materials Optimized the Grouting raw materials (such as Cement, sand and fly ash etc) to determine which raw materials used in experiment.
Aluminum powder is larger expansion materials but aluminum air-entraining Strength reduction of size of slurry hardened is large.
Detecting by pumping height and treating with self-compensation mud-jack materials for voids beneath pavement slabs [J].
Journal of Chang’an university: Natural science edition, 2013, 33(1):28-32 [3] Ceng Sheng, Zhang Guo-xiong, Tang Cai-yun.
Journal of Chongqing Jiaotong University: Natural Science edition, 2012, 31(5):957-961 [6] Liu Gen-sheng, Li Ming-jun, Bi Peng, et al.