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Memoir of Sixth Academic Annual Conference of Protective Engineering Branch, Civil Engineering Society of China (CESC), 1998, 9:190-195 [2] Bukui Zhou, Jinsheng Hu, Degao Tang et al.
Study on Aluminum Foam Filled Tube type Automobile Bumper [J].Journal of Liaoning Engineering Technology University, 2006, 25(6): 907-910 [5] Yongqing Du, Cuntao Zhang.
Journal of Mechanical Engineering, 2004, 40(11): 98-102 [10] Qingchun Wang, Zijie Fan, Liangjin Gui et al.
Journal of Mechanical Engineering, 2006, 42(4): 101-106 [11] KARAGIOZOVA D, NURick G N, YUEN S C K.
Materials Science and Engineering A, 2009, 517(1/2): 37-45 [13] SONG H W, FAN Z J, YU G.

Journal of Bridge Engineering. 2011. 16(2), 259-266
Engineering Structures. 2012. 45, 372-384
Engineering Structures. 2005. 27, 1715-1725
Engineering Structures. 2008. 30(11), 3034-3044
Key Engineering Materials. 2013. 558, 39-51

Application and Discussion of Pressure Grouting Technology in Bored Piles Yuqin Feng1,a, Lu Zhang 1,b 1The school of Architecture and Civil Engineering , Inner Mongolia University of Science & Technology, Baotou 014010, China abtfyq@126.com, bzllxy_love@126.com Keywords: Bored pile, Pile-end pressure grouting, Static loading test, Carrying capacity Abstract.
This project that takes bored pile with pile-end pressure grouting have 352 piles which contains 3 test piles, 12 anchor piles, 337 engineering piles(test piles and anchor piles are used as engineering piles).
This engineering observation results show that maximum settlement s=13mm, the settlement is uniform and have no adverse impact for the nearly buildings.
(Pile foundation engineering technology of high-rise buildings. 1998).
(Geotechnical Engineering Technique.2007). 21 (4).

Acknowledgment The author would like to acknowledge the mechanical engineering laboratory of Universitas Muhammadiyah Surakarta and the Mechanical Engineering Laboratory of Universitas Gajah Mada for specimen preparation and conducting the research.
Janus, Effect of heat treatment parameters on abrasive wear and corrosion resistance of austenitic nodular cast iron Ni–Mn–Cu, Archives of Civil and Mechanical Engineering 18 (2018) 515-521
Šraml, Low cycle fatigue of nodular cast iron used for railway brake discs, Engineering Failure Analysis 18 (2011) 1424–1434
Anekar, Corrosion behavior of nodular cast iron in biodiesel blends, Engineering Failure Analysis 105 (2019) 1319–1327
Kodvanj, Microstructure influence on fatigue behaviour of nodular cast iron, Materials Science & Engineering A 556 (2012) 88–99

Meng: Soil Dynamics and Earthquake Engineering 23(2003), p. 107-114
Weng: China Civil Engineering Journal 4(1988), p. 24-33.
Shi: Chinese Journal of Geotechnical Engineering, 4(1989), p. 35-44.
Wolf: Journal of Geotech Engineering, ASCE, 118(1992), p. 667-703
Sun R: Earthquake Engineering and Engineering Vibration 2(2003), p. 308-313

Risk Analysis of Shrink and Expansion for Expansive Soils and Improved Expansive Soils in the Xinqiao Airport Runway of Hefei Mingwu WANG 1, a, Shuai QIN 1,b and Peng HUA 1,c 1 School of Civil Engineering, Hefei University of Technology, Hefei 230009, China ageotechnics@foxmail.com, bshuaiqin87@126.com, c383215786@qq.com Keywords: Connection Number, Expansive Soil, Risk, Set Pair Analysis, Triangular Fuzzy Number.
This proposed method will provide reliable basis for selection of treatment plan and the construction quality and safe operation of runway engineering.
Yuan: Journal of Geotechnical and Geoenvironmental Engineering Vol. 136 (2010), p. 119 [2] M.
Li: Chinese Journal of Geotechnical Engineering Vol. 25 (2003), p. 754 (In Chinese) [3] L.
Jin: Chinese Journal of Geotechnical Engineering Vol. 33 (2011), p. 643 (In Chinese) [6] M.

Study on seismic reinforcement measure of mountain tunnel cavity Tao Deng1,a, Shiling Zhang2,b and Jinmei Yao2,c 1College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108 2The Engineering Technical College of Chengdu University of Technology, Leshan, Sichuan 614000 adengtao0911@163.com, bfudasiling@163.com, cyaojinmei110@126.com Keywords: Mountain tunnel; Seismic strengthening; Cavity; Numerical analysis Abstract.
The calculation and analysis of an engineering example Engineering situation.
Hydrogeology & Engineering Geology; 2008(2):114-119.
Chinese Journal of Geotechnical Engineering 2005; 24(2):222-229.
Soil Dynamics and Earthquake Engineering; 2008(28):277-292

Materials Science & Engineering, Toronto, Canada http://www.mse.utoronto.ca erb@ecf.utoronto.ca Phone : +1.416.978.44.30 Fax : +1.416.978.41.55 Dr.
He currently is Professor in the Department of Materials Science and Engineering at the University of Toronto.
Grégory GUISBIERS Researcher Catholic University of Louvain (UCL), Institute of Mechanics, Materials and Civil Engineering, Louvain-La-Neuve, Belgium http://publicationslist.org/gregory.guisbiers gregory.guisbiers@physics.org Phone : +32.10.47.30.59 Fax : +32.10.47.40.28 G.
He is currently working as an associate professor at School of Materials Science and Engineering, The University of New South Wales.
He is currently an Australian postdoctoral fellow at School of Materials Science and Engineering, The University of New South Wales.

(Master’s Dissertation, School of Engineering of São Carlos, USP)
Souza Junior, Structural evaluation of wood pieces reinforced by carbon fibers, Journal of Civil Engineering.
(Doctor’s Thesis, School of Engineering of São Carlos, USP)
(Doctor’s Thesis, School of Engineering of São Carlos, USP)
Engineering Structures. 48 (2013) 611–622

Chinese Journal of Geotechnical Engineering, 24 (2002)47-50
Chinese Journal of Rock Mechanics and Engineering, 26(2007)601-607
Chinese Journal of Rock Mechanics and Engineering,25(2006),P.1204-1209
Highway Engineering, 34(2009)1-7
In: AN INTERNATIONAL CONFERENCE ON GEOTECHNICAL ENGINEERING .