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Nonlinear Seismic Response Analysis of Canyons in Layered Sites Jianwen Lianga and Mingliang Liub Department of Civil Engineering, Tianjin University, Tianjin 300072, China aliang@tju.edu.cn, bliu.mingliang@126.com Keywords: seismic response; canyon; soil nonlinearity; FLUSH.
Lee: European Journal of Earthquake Engineering, 3 (1989), p.29 [4] H.
Lee: Soil Dynamics and Earthquake Engineering, 9 (1990), p.141 [5] V.W.
Cao: Journal of Engineering Mechanics, ASCE, 115 (1989), p.2035 [6] X.
Liang: Earthquake Engineering and Engineering Vibration, 9 (2010), p.587 [15] J.

Chinese Journal of Geotechnical Engineering, 2005, 27(7):841-843
Chinese Journal of Geotechnical Engineering,2008,30(8):1158-1164
CHINA CIVIL ENGINEERING JOURNAL,2001,34(5):81-84
CHINA CIVIL ENGINEERING JOURNAL,2005,38(2):92-96
Reliability of deep mixing method columns for embankment support[C]// GeoCongress 2006, Geo-Institute of the American Society of Civil Engineers, Atlanta GA USA, 2006

Effect of Sustainable Fibres on Properties of Structural Perlite Concrete Containing Local, Sustainable Materials Ahmed Jasim Qasim1,a*, Nada Mahdi Fawzi2,b* 1Department of Civil Engineering College of Engineering University of Baghdad, Iraq 2Department of Civil Engineering College of Engineering University of Baghdad, Iraq aahmed.qassem2201m@coeng.uobaghdad.edu.iq, bnada.aljalawi@coeng.uobaghdad.edu.iq Keywords: Structural lightweight concrete, LWAC, Perlite, EPA, Copper fibre, FRC, Metakaolin, MK, Local ash.
Introduction Concrete has long been used as a building material in civil engineering construction.
Ahmed, “Utilization of Iraqi Metakaolin in Special Types of Concrete: A Review Based on National Researches,” Journal of Engineering, vol. 27, no. 8, pp. 80–98, Aug. 2021, doi: 10.31026/j.eng.2021.08.06
Nugraha, “High strength lightweight concrete with expandable perlite as the aggregate,” in IOP Conference Series: Materials Science and Engineering, Institute of Physics Publishing, May 2020. doi: 10.1088/1757-899X/830/4/042040
Fawzi, “The Effect of Using Different Aspect Ratios of Sustainable Copper Fiber on Some Mechanical Properties of High-Strength Green Concrete,” Journal of Engineering, vol. 29, no. 11, pp. 167–183, Nov. 2023, doi: 10.31026/j.eng.2023.11.10

Study Finite Element Analysis of Monopile Foundation based on Mechanical Mechanics and Properties of Steel Structure for Offshore Wind Turbines Bixiang Mei 1, a 1Department of Civil Engineering,Nangchang Institute of Technology, 289 Tianxiang Road, Nanchang 330099, China aemail:809622645@qq.com Key words: offshore wind turbines; foundation design; monopile; finite element Abstract: Statistical data shows that monopile foundation accounts for more than 65% of all foundations for offshore wind turbines,so it is of great engineering value to perform the research on the design and analysis of the monopile foundation.
In order to simplify the calculation, overlapping segments between the sleeve, the casing and the C30 micro expansive concrete are equally converted to a single material.Based on the engineering geological information provided, pile soil interaction in the finite element model is simulated using horizontal and vertical springs naming combin14 element type.Structure calculation diagram for monopile foundation is shown in figure 2, and solid finite element model for monopile foundation is shown in figure 3.

Beijing: School of Mechanics & Civil Engineering, China University of Mining &Technology (Beijing).
Chinese Journal of Rock Mechanics and Engineering.16 (5):927～933.
Chinese Journal of Rock Mechanics and Engineering.25 (5):1069～1074.
Chinese Journal of Rock Mechanical and Engineering.14 (1):25~32.
Chinese Journal of Rock Mechanics and Engineering.12 (3):275~283.

Study on the cost control of construction project Ying Zhang1, a, Siyu Zhuang2,b 1School of Economics, Hubei University of Technology, Wuhan, 430068, China 2School of Civil Engineering and Architecture ,Hubei University of Technology, Wuhan 430068,China azhangyingzsy@163.com, b372421936@qq.com Keywords: Construction project; Cost management; Control program; Methods and measures Abstract.
Cost control of engineering construction project is a complex system engineering, which needs to implement a scientific and comprehensive dynamic management.
This paper expounds the connotation and significance of the cost control of engineering construction project, the systematically discourses the project cost management subject program and work content, and considering the engineering practice, emphatically analyzes cost management and cost control measures in the construction phase, to help construction enterprise do the job of engineering construction project cost control, and to improve the service efficiency of funds of infrastructure construction.
The construction phase of cost control measures Project cost control is a dynamic complex system engineering.

Characterization of glass fibre/carbon fibre hybrid thermoplastics composite laminates fabricated by film stacking method M.Mudhukrishnan1,a*, P.Hariharan2,b and S.K.Malhotra3,b 1Assistant Professor, Department of Mechanical Engineering, R.M.K.
Engineering College, Chennai – 601 206, India 2Professor and Head, Department of Manufacturing Engineering, College of Engineering Guindy, Chennai –600 025, India 3Professor, Department of Mechanical Engineering, R.M.K.
Engineering College, Chennai – 601 206, India amuthukrishnan77@gmail.com, bhari@annauniv.edu, csantkumarmalhotra@yahoo.co.in *Corresponding Author Key words: Thermoplastics, FRTP, film stacking, hot compression molding, hybrid composite Abstract The Fibre Reinforced Plastic (FRP) composites are extensively used for a wide variety of applications in automobile, aerospace, chemical, biomedical and civil engineering fields due to their excellent properties.

Determination Of Main Influence Angle Of Ground Settlement Caused by Xi'an Metro Tunnel Construction Zheng ,Xuan Rong 1, a 1School of Architecture and Civil Engineering, Xi'an University of Since and Technology, Xi'an 710054, China a254519207@qq.com Keywords: tunnel; subway; ground movement; Peck method; Stochastic medium method(SMM) Abstract.
The determination for the key parameter for SMM is also a problem because of the relative little experience from the engineering application in China.
The suggested method are proven and verified by some practical engineering projects.
Finally, they can significantly improve the adaptability of SMM in engineering application.
In this paper, combined with the practical engineering are presented to determine the formula of , and verify that the method is consistent with the actual situation of engineering.

Canadian Journal of Civil Engineering, 27: 1192–1206. (2000)
Canadian Journal of Civil Engineering, 28: 699-714. (2001)
Engineering Structures, 27: 285-300. (2005)
The Open Civil Engineering Journal 2017; 11, (Suppl 1: M11) 453-463 [15] S.
Earthquake Engineering & Structural Dynamics.

Journal of hydraulic engineering, 2003, 34(3): 55-62.
Journal of hydraulic engineering, 2011, 42(2): 152-159.
Journal of Civil, Architectural & Environmental Engineering, 2009, 31(4): 49-54.
Journal of Civil, Architectural & Environmental Engineering, 2010, 32(5): 16-22.
China Civil Engineering Journal, 2006, 39(7): 81–87.