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Figure 5 shows a plot of some engineering properties under variable strain-rates.
Impact Engineering, 25, 869-910 (2001)
Gupta et al., Journal of Materials in Civil Engrg., ASCE, 12 (1) 81-90 (2000)
Of Civil Engrs, 18, 296 (1942)
J. of Impact Engineering, 37, 405-413, (2010)

That should be useful in the design of engineering systems and in the prediction of fracture spacing in hydrocarbon reservoirs and groundwater aquifers.
Spacing of fractures in a multilayer materials system is an important research topic in the geosciences[1-5], civil engineering and material sciences [6-10].
That should be useful in the design of engineering systems and in the prediction of fracture spacing in hydrocarbon reservoirs and groundwater aquifers.
Journal of Engineering Mechanics, Vol. 123, (1997), p.267-275 [9] Narr N., Suppe J.

Deformation study of Lining on Overlap Tunnels Based on Elastic Foundation Beam Chun-quan Dai1, a, Lei Wang1,b and Yong-ji Wang1,c 1 Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology) asuperwanglei8888@163.com, b70518993@qq.com and c910830316@qq.com Keywords: overlap tunnels, theoretical model, deformation of existing tunnel, numerical simulation Abstract.
Tunnels of new across the old one with short distance is the emphasis and difficulty in metro engineering development, which has great research values.

Feature Analysis and Extraction of Complex Motion Target Based on Coherent Laser Remote Sensing Detection Li Zhenga, Hu Yihua and Yan Fei State key laboratory of pulsed power laser technology, Electronic engineering institute of PLA, Hefei 230031, China alzemily@vip.163.com Keywords: Micro-Motion; complex motion; vibration; rotation; Hilbert-Huang Transform Abstract.
Vibration features of moving targets can reflect their detailed characteristics, which have important military and civil values.

Model test research on mechanism of close-ended variable section pipe pile YANG Qingguang1, a, WANG Yahui1,b ,LIU Feng1,c and LIU Jie1,d 1 College of Civil Engineering,Hunan University of Technology,Zhuzhou,Hunan 412007,China ayqg1210@126.com, b546425428@qq.com, c39521724@qq.com, d2860557969@qq.com Keywords: variable section pipe pile;mechanism;resistance on pile end; skin resistance Abstract.
As a kind of precast pile which has been widely applied in civil engineering.
In this paper, to reveale the difference of bearing characters of variable and constant section pipe pile and give a hand to engineering application of variable pipe pile, indoor model test of static loading test will been carried out.
Journal of railway engineering society, Vol.10(2011),p66-71 [2]X.R.Zhu,P.F.Fang,H.M.Huang.Research on super-long pile in soft ctayty.Chinese journal of geotechnical engineering, Vol.25(2003),p76-79 [3]P.Ren,R.G.Deng,Z.Q.Yu.Research on bearing characteristics of super-long bridge piles for high speed railway.Rock and Soil Mechanics,Vol.31(2010),p174-178 [4]P.J.Hu,Z.W.Wang,Q.Li.Mechanical property and engineering significance for variable cross-section pile.Shanghai Geology, Vol.103(2007),p27-31 [5]Z.M.Zhang,J.Yu,G.X.Zhong,L.Z.Wang.Contrastive experimental analysis of bearing behaviors of PHC pile and precast square piles.Rock and Soil Mechanics, Vol.29(2008),p3059-3065 [6]Z.M.Zhang,J.W.Liu,F.Yu,Z.Z.Xie.Research on plugging effect of jacked prestressed concrete pipe pile.Rock and Soil Mechanics, Vol.32(2011),p2274-2280 [7]H.L.Liu,H.M.Tan,J.Peng,J.W.Zhang.Development of large scale pilefoundation model test system.
Chinese Journal of Geotechnical Engineering, Vol.31(2009),p425-457 [8]T.Fang.Study on Deformation and Load-bearing Characteristics of Segmentally Variable Cross-Section Pile.Chongqing,Chine:Chongqing University.2012.03

Božanić: Education in the field of energy efficiency in Serbia - Survey results and analysis, Journal of Applied Engineering Science, Vol. 11 (1) (2013), pp. 15-22
Murgul: Features of energy efficient upgrade of historic buildings (illustrated with the example of Saint-Petersburg), Journal of Applied Engineering Science, Vol. 12(1) (2014), pp. 1-10\ [5] D.
Vatin: Reconstruction of administrative buildings of the 70s: the possibility of energy modernization, Journal of Applied Engineering Science, Vol. 12(1) (2014), pp. 37-44
Knezevic: Engineering education in the field of civil engineering, Journal of Applied Engineering Science, Vol. 12(1), (2014), pp. 11-18 [8] N.I.
Gorshkov: Influence of building envelope thermal protection on heat loss value in the building, Magazine of Civil Engineering, 8(34), (2012), pp. 4-14

Construction in cold regions: a guide for planners, engineers, contractors, and managers (1991) New York, Wiley
Artificial Islands (1983) Civil Engineering, ASCE, pp. 38-41
Applied Ice Engineering for Exploring Arctic Natural Resources (2013) ISCORD, pp. 308-319
Arctic offshore structures standard (2008) WG 8: ISO 19906, TP9 Ice Engineering Summary
Ice and wave action on artificial islands in the Beaufort Sea (1978) Canadian Journal of Civil Engineering

Seismic Response Analysis of Multi-span Continuous Deck-type Reinforced Concrete Double Ribs Arch Bridge Kaizhong Xie1,2,a, Xianzhi Huang1,b, Feng Fan1, Jun Huang1 1School of Civil and architecture Engineering, Guangxi University, Nanning 530004, China 2 Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University,Nanning,530004, China axiekaizhong@gxu.edu.cn, bhuangxianzhi2007@yeah.net Key words: rib arch bridge, dynamic behavior, seismic response analysis, arch effect, pile-soil-structure interaction(PSSI).
Three models are established for calculation by Midas/Civil.
[2] Yan Wang, Guangpo Zhang and Hua Chen: World Earthquake Engineering Vol.26 (2010), p.61, In Chinese
[5] Jingbin Li, Sujuan Ge and Huai Chen: World Earthquake Engineering Vol.21 (2005), p.110, In Chinese
[6] Kaizhong Xie, Rong Qin, Jianjun Wang: Central South Highway Engineering Vol.30 (2005), p.15, In Chinese

Introduction Tailings storage facilities (TSF) are engineering structures of high environmental, economic and social significance.
Mozghovyi, Probabilistic Assessment of Reliability of Earth Dam According to the Slope Stability Criterion on the Example of the Dnieper Cascade Hydroelectric Power Plants, Bulletin of the Odesa State Academy of Civil Engineering and Architecture, 73 (2018) 113‒126
Lacasse, A new look at the statistics of tailings dam failures, Engineering Geology, 303 (2022) 106657
Cao, A comprehensive review on reasons for tailings dam failures based on case history, Advances in Civil Engineering, (2019) 1‒18
Janbu, Slope stability computations, In Embankment dam engineering: Casagrande Volume, John Wiley & Sons, Inc., New York, (1973) 47‒86

China Civil Engineering Journal, 1999, 32(5): 28~34
World Earthquake Engineering, 2007, 23(4): 187~193
Earthquake Engineering and Structural Dynamics, 2005, 34: 327~348
Earthquake Engineering and Structural Dynamics, 2003, 32: 629~652
Journal of Structural Engineering. 2001,127: 1324~1329.