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The growing of new ultra-strong composites is of immense interest to manufacturers in different industries, such as automotive, aerospace, defense sporting goods, marine, civil infrastructure, etc., where materials require special strength, stability in dimensional and thermal properties and high stiffness [1].
Al-Qadisiyah Journal for Engineering Sciences, 8(2), 137-146
Plastic Engineering, 2nd edition, Pergamon Press, New York, 1987
Engineering and Technology Journal, 31(12 Part (A) Engineering), 2311-2319
Mechanical Properties of Unsaturated Polyester Filled with Silica Fume, Glass Powder and Carbon Black, Engineering and Technology Journal, 35 A (6), 640-647

References [1] Lam N, Wilson J and Hutchiston G (2000), “Generation of synthetic earthquake accelerograms using seismological modeling,” A Review Journal of earthquake engineering, 4(3), 321-354
-J., "Applications of ARMA Models for Seismic Damage Prediction," Probabilistic Methods in Civil Engineering, Proceedings 5th ASCE Specialty Conference, P.
[4] Brahimi M and Berri S (2006), “The Use of ARMA Models in Earthquake Response Spectra, ” 14th International Conference on Nuclear Engineering July 17–20, 2006 , Miami, Florida, USA ,Volume 3: Structural Integrity; Nuclear Engineering Advances; Paper no.
[7] Chang M K, Kwiatokowski J W, Nau R F, Oliver R M and Pister K K (1982), “ARMA model for earthquake ground motions,” Earthquake Engineering and Structural Dynamics, 10, 651-662
[17]Newmark NM and Rosenblueth E (1971), “ Fundamentals of Earthquake Engineering,” Prentice Hall, in Englewood Cliffs, N.J.

., LTD; Foshan; Guagndong 528000; China 2Civil Engineering and Mechanics Institute, Central South University of Forestry and Technology; Changsha; Hunan 410004; China 3Civil Engineering Institute, Central South University; Changsha; Hunan 410075; China ac139028459592@163.com,bcsuyj700930@163.com, csongweimin0623@163.com,d42054098@qq.com Key words: Recycled Aggregate, Concrete, Road service performance, Wear-resisting property, Mechanics Abstract: It was tested the strength and wear value of recycled aggregate concrete mixing fly ash, slag, silica fume and double-mixture or three-mixture in deferent age.
The concrete wear test is according to “Highway Engineering Cement and Concrete Test Regulations” JTG E-2005, and the specimen size are 150mm×150mm×70mm.
International Symposium on Innovation & Sustainability of Structures in Civil Engineering-Including Seismic Engineering, Nanjing, China, November 20-22, 2005, 958-967 [2] Yijin Li, Shiqiong Zhou, Jian Yin, Jun Li.
Study on the workability and mechanical properties of recycled aggregate concrete containing ultra-fine fly ash [J], Key Engineering Materials, 2005, 314-320
Experimental research on the mix design and the modified of recycled aggregate concrete [J]，Journal of Railway Science and Engineering, 2005, 2（6）: 66-71

CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING. 2003, 22(11): 1803-1806.
JOURNAL OF MINING AND SAFETY ENGINEERING. 2008, 25(4): 389-393.
Journal of Railway Engineering Society. 2011(10): 6-9.
CHINESE JOURNAL OF ENGINEERING GEOPHYSICS. 2010, 7(1): 33-42.
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING. 2005, 24(5): 823-828.

Hydrogeology and Engineering Geology, 2009, (1): 86-89.
Engineering Science, 2002, 4(10): 57-61.
Journal of Hydraulic Engineering, 2003, (1): 21-27.
Chinese Jounal of Geotechnical Engineering, 2001, 23(4): 407-411.
China Civil Engineering Journal, 2004, 37(4): 70-75.

Statistics and Analysis of Influential Factors on Shear Strength of Reinforced Saline Soil with Wheat Straw and Lime Min Li1,a, Shouxi Chai2,b, Hongpu Du3,c and Li Wei2,d 1Key Laboratory of Mechanics on Disaster and Environment in Western China , Lanzhou University, Ministry of Education, Lanzhou 730000, China; 2Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment, Tianjin Institute of Urban Construction, Tianjin 300384, China; 3College of Civil Engineering, Hebei University of Technology, Tianjin 300401, China alimin-0409@163.com, bchaishouxi@163.com, cd_hongpu@163.com, dweili_79@126.com, Keywords: Shear strength; Orthogonal design; Principal Component analysis; Range analysis; Reinforced consolidated soil; Wheat straw; Lime; Saline soil Abstract.
The test site is located at the Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment.
[2] Code for Investigation of Geotechnical Engineering (GB 50021-2001).
[3] Min Li, Shouxi Chai and Li Wei: Journal of Engineering Geology, Vol. 17(4) (2009), p. 545-549.
Shivananda: Geotechnical and Geological Engineering, Vol. 23(3) (2005), p. 309-319.

Analysis of cracking processes of sandstone in rockburst test LI Dejian1,2,a, ZHAO Fei1,2,b, MA Runjie3,c, HAN Liqiang4,d, WU Xiaohu2 1 State Key Laboratory for GeoMechanics and Deep Underground Engineering, Beijing, 100083, China 2 Mechanical and Civil Engineering, China University of Mining & Technology, Beijing, 100083, China 3 Beijing New Oriental Star Petrochemical Engineering Co.
Chinese Journal of Rock Mechanics and Engineering，2000，19(1)：6–10.
Mechanics in Engineering，2006，28(4)：60–64.
Chinese Journal of Rock Mechanics and Engineering，2007，26(5)：944–950.
Chinese Journal of Rock Mechanics and Engineering，2007，26(5)：865–876.

Application of Pile Underpinning for Strengthening Design of Longgan Bridge Yiping Tana, Jian Lib, Jinhua Zouc , Haibo Jiangd The Faculty of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, 510006, China.
Thus, pile underpinning, as a measure widely used in railway engineering[1], can also be applied to strengthen damaged bridges.
Convenient construction, small engineering amount of pile caps, low cost.
Small engineering amount of pile foundation.
Railway Engineering, (4):73-77.In Chinese

Citation & Key Engineering Materials Vols
Key Engineering Materials Vols. 133 Structural Defects as a Shape Aberration.
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Kumara: International Journal of Industrial Engineering: Theory Applications and Practice Vol. 8(1) (2001), p. 52 [16] A.

Strain Analysis for Engineering Design, 39(5) (2004) 499-513
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Taguchi, Introduction to Quality Engineering, Asian Productivity Organization, Tokyo, 1990
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