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However, as mentioned earlier, manufacturers, engineers and researchers laud good properties of al alloys, but the problem lies in permanent joining and welding of these alloys.
Materials Science and Engineering: A, 2000. 280(1): p. 37-49
Archives of Civil and Mechanical Engineering, 2016. 16(3): p. 513-523
Materials Science and Engineering: A, 2010. 528: p. 189–199
Procedia Engineering, 2013. 64: p. 1227-1234

Whitworth, in: ICSMFE, Proceedings of theⅩⅢ International Conference on Soil Mechanics and Foundation Engineering.
Loganathan: Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125(1999), p. 207 [6] N.
NG: Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 131(2005): p. 193 [8] Y.J.
Zai, X.D.Wang, etc.: Chinese Journal of Underground Space and Engineering, Vol. 1(2005): p. 832.
Gao, etc.: Chinese Journal of Underground Space and Engineering, Vol. 6(2010), p. 1508.

Introduction In the 1990s, with the rapid development of ocean engineering, the bucket foundation came into being.
As a new type of foundation, the bucket foundation is not yet a lot of popularity in large-scale marine engineering.
China Civil Engineering Journal, 2000(4):68-73
Ocean Engineering，2012,52:75–82 [5] Jianhong Zhang, Feng Li, Yujie Wang, et al.
The Proceedings of The Second National Geotechnical Engineering Conference,808-814.

Experimental study on moisture migration in unsaturated loess under freezing effect Tiehang Wang1, a, Hui Zhang1,b and Xingshe Lu1,c 1 College l of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China a1273620386@qq.com, b0107zhanghui@163.com, c178782934@qq.com Keywords: loess; water content; moisture migration; repeated freezing and thawing; Abstract.
With the implementation of Western China Development, the scale of engineering projects such as road engineering and hydraulic engineering in the loess plateau keeps increasing.
The engineering properties of unsaturated loess in shallow strata are key factors that determine whether the projects will succeed or not.
Transient Seepage Model for Saturated-unsaturated Soil System: A Geotechnical Engineering Approach[J].
Chinese Journal of Geotechnical Engineering, 2001, 23(1): 3－13.

Micro-Fibrillated Cellulose Fabrication from Empty Fruit Bunches of Oil Palm Marcelinus Christwardana1,a, Aniek Sri Handayani1,b,*, Shirley Savetlana2,c, Riana Herlina Lumingkewas3,d, Mochamad Chalid4,e 1Department of Chemical Engineering, Institut Teknologi Indonesia, Jl.
Raya Puspitek Serpong, South Tangerang, 13514 Indonesia 2Department of Mechanical Engineering, Faculty of Engineering, Universitas Lampung, Indonesia 35145 3Department of Civil Engineering, Institut Teknologi Indonesia, Jl.
Raya Puspitek Serpong, South Tangerang, 13514 Indonesia 4Department of Metallurgical and Materials Engineering, Faculty of Engineering, Universitas Indonesia, Depok, West Java, 16424 Indonesia amarcelinus@iti.ac.id, baniek.handayani@iti.ac.id, cShirley.savetlana@eng.unila.ac.id, driana.herlina@iti.ac.id, eMchalid@gmail.com *corresponding author: Aniek Sri Handayani Keywords: Micro Fibrillated Cellulose, oil palm empty fruit bunch, DSC, TGA, SEM Abstract.
In IOP Conference Series: Materials Science and Engineering, 223 (2017) 012057

Influence of dynamic soil-structure interaction on fundamental period for frame structures Huaxi Lu1, a, Haifeng Jiang2, b, Pingying Liang3, c, Bitao Wu4, d 1School of Civil Engineering, East China Jiaotong University, Nan Chang, PR China alhxi8516@163.com, b371241084@qq.com, cliangpyy@yahoo.com.cn,d450886493@qq.com Keywords: dynamic soil-structure interaction; fundamental period; frame structures Abstract.
Journal of Earthquake Engineering 2000; 4(3):227-301
Earthquake Engineering and Structural Dynamics 1974; 3(2):121-138
Earthquake Engineering and Structural Dynamics 1975; 3(3):259-74
Earthquake Engineering and Structural Dynamics 2007; 36:2445-2453

Numerical Simulation Analysis of Groundwater of the Proposed Iron and Steel Base in Xichang Jing Cao 1, a, Yue Gui1,b, Baozhu Li 2, Fei Shen1 1College of Civil Engineering, Kunming University of Science and Technology, Kunming, P.R.China,650224; 2College of Land Resources, Kunming University of Science and Technology, Kunming, P.R.China,650224; aemail:CJLB117@sina.com, b email:treq2010@163.com Keywords: underground water; site grading; numerical simulation; forecast Abstract.
The Xigeda Formation is distributed mainly on the site; its engineering geological characteristic is complicate and has large spatial variability.
Site grading will change the surface water and ground water hydrodynamic conditions, consequently, it will have an impact on Xigeda Formation’s engineering properties, as well as the rock and soil’s engineering properties at dig and fill section[2].
Xichang vanadium titanium iron and steel new base engineering site earthquake safety evaluation report [R], 2007.12 [2] YAO Hai-tao, Zhao Zhi-zhong, Qiao Yan-Song and so on.
Panzhihua Iron and Steel Vanadium and Titanium Xichang base in geotechnical engineering investigation report (initial investigation stage) [R], 2008.2 [6] Li Jing-sheng, Yao-hua.

Pidhorny Institute for Mechanical Engineering Problems NAS of Ukraine, vul.  
International Journal of Engineering Science. 140, (2019) 35-88
International Journal of Engineering Science. 132. (2018) 79-96
Engineering Analysis with Boundary Elements. 111 (2020) 78-87
(eds) Integrated Computer Technologies in Mechanical Engineering - 2020.

Precise Study and Application of Long Distance Lead Forecast Technology in Tunnel Weidong Pan, Yonglei Luo，Renguo Gu a( corresponding author), Zhengbo Hu, Fancheng Mao College of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China arggu@scut.edu.cn Keywords: geological advance forecast, Tunnel, Select Parameter, Precise Abstract.
Tunnel leading the forecast of geological disasters in TSP system application method of processing data as research; Railway Engineering, 2006(10):63-65
Application of TSP203 Advanced Prediction to Tunnel in Karst Areas; Chinese Journal of Underground Space and Engineering; 2007,3(7):1187-1191
The Aapplication of TSP203 System in the Rock Mass Classification; Chinese Journal of Engineering Geophysics; 2005,2(6):449-453 [7] L.
Geological Prediction Technique for Tunnel Construction Under Complex Geological Conditions; Chinese Journal of Engineering Geophysics; 2004,1(2):63-69.

Estimation of Smoke Plume Height from Early Burning via Simulation Panuphan Limthavorn* and Watcharapong Tachajapong Department of Mechanical Engineering, Faculty of Engineering, Chiang Mai UniversityChiang Mai 50200, Thailand *Corresponding author: panuphan.thestrat@gmail.com Keywords: Forest fire, Air pollution, Early burning, Smoke plume height, Fire management Abstract Early burning is one of forest fire management techniques which decreases surface fuel accumulated on the floor in dry dipterocarp forest to abate forest fire severity.
Acknowledgments The authors would like to acknowledge supports from the Graduate School and the Mechanical Engineering Department, Faculty of Engineering, Chiang Mai University.
Prediction of air pollution concentration using an in situ real time mixing height model.Center for Environmental Science and Engineering, Indian Institute of Technology, Bombay, Mumbai -400 076, India [10] Jain, R.
Laboratory for Atmospheric Research, Department of Civil and Environmental Engineering, Washington State University,Pullman, WA ,USA
Environmental Fluid Dynamics Program, Department of Mechanical & Aerospace Engineering, Arizona State University,Tempe, AZ , USA