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C.T., Control performance of liquid column vibration absorbers, Engineering Structures, Vol. 20, 580-586, (1998)
[5] You, J.Y., You, K.P. and Kim, Y.M., Aeroelastic model Test for a Tall Building using Tuned Liquid Column Damper, The 2012 World Congress on Advances in Civil, Environmental, and Materials Research(ACEM’12), Seoul, Korea, August 26-29, pp. 2660-2675, (2012)
D., “Characteristic of liquid column vibration absorbers (LCVA)-Ⅰ”, Engineering Structures, Vol. 19, pp.126-134, (1997)
G., Effectiveness of TLCD on various structural systems, Engineering Structures, Vol. 21, pp.291-305, (1999)
C., Optimal damping ration of TLCDs, Structural Engineering and Mechanics, Vol. 9, pp.227-240, (2000)

Double Twisted Hexagonal Wire Mesh Retaining Wall Seismic Numerical Analysis Yun Li a, Zhaohui Qin b School of Civil Engineering, Central South University, Changsha 410075, China aliyun2007@mail.csu.edu.cn, bqinzhaohui@126.com Keywords: seismic numerical analysis; double twisted hexagonal wire mesh; green reinforced gabion walls; finite difference; red sandstone Abstract.
This paper adopts Mohr-Coulomb constitutive model widely used in currently geotechnical engineering.
Chinese Journal of Geotechnical Engineering, 2006, 28(5): 594-599(in Chinese) [2] Huabei Liu.
Chinese Journal of Geotechnical Engineering, 2008, 30(2): 278-283 (in Chinese) [3] LIU H, LING H I.
FLAC/FLAC3D Foundation and Engineering Examples[M].

Padding, Non-spherical particles in a pseudo-2D fluidised bed: modelling study, Chemical Engineering Science, 192 (2018) 1105-1123
Hulchuk, Study of the porosity based on structurally inhomogeneous materials Al-Ti, Lecture Notes in Mechanical Engineering (2021) 349-359
Archives of Materials Science and Engineering, 94 2 (2018) 49–54
IOP Conference Series: Materials Science and Engineering, 907 1 (2020) № 012060
ARPN Journal of Engineering and Applied Sciences, 15 15. (2020) 1657–1665

Application of Vacuum Preloading for Soft Foundation Treatment in Grain Storage Qi Xia Liu 1,2,a, Yang Zhao 1,2,b 1School of Civil Engineering and Architecture, Wuhan university of technology,Hubei Wuhan 430063,China, 2Civil Engineering and Architecture College, Henan University of Technology Zhengzhou 450052,China aliuqixia65@163.com,dyangyang3108@126.com Key words: Vacuum Precompression Method; Weak Subgrade ;Grain Storage Abstract.
Construction Monitoring And Test The vacuum preloading method belongs to concealed engineering.
Ground settlement label of the surcharge preloading engineering should be set along the axis of symmetry.
Engineering Example An enterprise of oil depot and petrochemical processing is built in coastal area.
Combining the actual construction experience of the region, vacuum preloading engineering is needed in the whole field.

Sun, Advances in Structural Engineering, Vol. 10 (2007), p. 273
Wu, Journal of Structural Engineering, Vol. 128 (2002), p.1222
Wu, Journal of Structural Engineering, Vol. 129 (2003), p.1322
Gjelsvik, Journal of Materials in Civil Engineering, Vol. 2 (1990), p.46
Russell, Journal of Structural Engineering, Vol. 111 (1985), p.505

Preliminary Research on Particle Size Analyses Method of the Quicklime-stabilized Dredged Material Yue Gui 1,a, Qing Zhang 1,b, Hai Wei 2,c, Qihe Wang 3,d, Huahai Yhang 4,e 1College of Civil Engineering, Kunming University of Science and Technology, Kunming, P.R.China, 650051 2College of Electric Power Engineering, Kunming University of Science and Technology, Kunming, P.R.China, 650051 3China Railway Shanghai Design Institute Group CO., LTD., Shanghai, P.R.China, 200120 4General Company of Geological engineering Exploration of Yunnan, Kunming, P.R.China, 650051 atreq2010@163.com, bevanzhangqing@126.com, cweihai123@163.com, dwqh@sty.sh.cn, ehhyang10@163.com Keywords: quicklime-stabilized dredged material; particle size analysis; sieve-hydrometer method; laser diffraction method; sieve method Abstract.
Chinese Journal of Geotechnical Engineering, Vol.27 (12), (2005), p.1482-1486
Journal of Geoenvironmental Engineering, Vol.122(5), (1996), p. 323-342
Geotechnical and Geological Engineering, Vol.23(1),(2005), p. 79-85
Journal of Hydraulic Engineering, Vol (5), (1982), p. 47-53

Siluyanova, Ensuring the operational properties of parts and components of the GTE local surface doping, Bulletin of the Samara University, Aerospace engineering, technology and engineering. 17(2) (2018) 58-67
Siluyanova, Automated Management in Aerospace Production, Russian Engineering Research. 38(3) (2018) 201-207
Aerospace and Mechanical Engineering. 17(2) (2018) 122-131
Kuritsyna, Investigation of a heavy-loaded hydrodynamic sliding bearing of a new generation turbofan gearbox for BSMS of civil aviation.
IOP Conference Series: Materials Science and Engineering. 463 (2018) Paper № 022003.

Archives of Civil and Mechanical Engineering, 22(1), 50
Journal of Building Engineering, 35, 102108
Engineering Structures, 228, 111493
Engineering Structures, 171, 247-259
Engineering Structures, 195, 231- 242

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

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.