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The water used in this study was pure drinking water sourced from the Civil Engineering laboratory at the University of Nigeria.
E. and Odenigbo, C., Prognostication of Performance of the Fresh and Hardened Concrete Made With Palmkernel and Periwinkle Shell as Partial Replacement of Coarse Aggregate at Varying Proportions, Nnamdi Azikiwe University Journal of Civil Engineering, Vol. 1, No. 4, pp. 87-98, 2023
A., et al., Challenges in utilizing agricultural waste in construction, Asian Journal of Civil Engineering, 21(7): 225-236, 2020
C., Effect of partial replacement of coarse aggregate by crushed broken glass on properties of concrete, International Journal of Civil Engineering and Technology, 10(10): 356-367, 2019 [41] Bhattacharyya, S. and Bansal, R., Utilization of plastic waste for concrete production, International Journal of Civil Engineering and Technology, 9(1): 64-69, 2018
Egyptian Journal of Engineering, 43(4), 1175–1184, 2017

Journal of Engineering Mechanics. 130(2004) 85-95
Journal of Engineering Mechanics ASCE 129(2003), 861-875
Journal of Engineering Mechanics ASCE 126(2000), 677-683
Soil Dynamics and Earthquake Engineering 27 (2007), 675-689
Soil Dynamics and Earthquake Engineering. 27(2007), 564-576

Monteiro1,b and Carlos E.J.Martins1,c 1Department of Civil Engineering, University of Coimbra, Portugal aalfgdias@dec.uc.pt, bsandra@dec.uc.pt, ccarlosmartins86@gmail.com Keywords: Timber-concrete, reinforcement of floors, experimental testing, numerical simulations, transversal load distribution.
Timber Engineering - Step 2.
JOURNAL OF STRUCTURAL ENGINEERING-ASCE. 2012;138:1128-1137
Proceedings of the Institution of Civil Engineers-Structures and Buildings. 2011;164:130-140
Proceedings of the Institution of Civil Engineers-Structures and Buildings. 2010;163:257-266

Monitoring of Changes in Bridge Response Using Weigh-In-Motion Systems Daniel Cantero1,a, Arturo González2,b and Biswajit Basu1,c 1Department of Civil, Structural and Environmental Engineering; Trinity College Dublin; Dublin 2; Ireland 2School of Civil, Structural and Environmental Engineering; Newstead; University College Dublin; Belfield; Dublin 4; Ireland acanterod@tcd.ie, barturo.gonzalez@ucd.ie, cbasub@tcd.ie Keywords: Weigh-In-Motion, Vehicle-Bridge interaction, damage detection, bridge health monitoring Abstract.
Moses, Weigh-In-Motion system using instrumented bridges, ASCE Transportation Engineering Journal. 105 (1979) 233-249
Karoumi, Calculating an influence line from direct measurements, Bridge Engineering, Proceedings of the Institution of Civil Engineers. 159(2006)31-34
OBrien, Comparison of bridge dynamic amplification due to articulated 5-axle trucks and large cranes, Baltic Journal of Road and Bridge Engineering. 6 (2011)39-47
González, Modelling the vehicle in vehicle-infrastructure dynamic interaction studies, Proceedings of the Institution of Mechanical Engineers, Part K, Journal of Multi-body Dynamics. 224(2010)243-248.

Effects of Base Isolation and Infill Panels on the Nonlinear Time History Analysis of Reinforced Concrete Building Halla Jasem Mohamad1,a, Mohamad Najim Mahmood2,b* 1University of Mosul, Department of Civil Engineering, Mosul-Iraq 2University of Mosul, Department of Civil Engineering, Mosul-Iraq aEngrehal.1984@uomosul.edu.iq, bdrmohamad_najim@uomosul.edu.iq Keywords: Base isolation, Building, Earthquake, Infill Panel, Nonlinear Analysis, Time History.
Introduction Reducing the impact of an earthquake on reinforced concrete (RC) structures is one of the main concerns that face the structural engineer.
Sanjay, Dynamic Behavior of RC Framed Irregular Building Using Lead Rubber Bearing, International Journal of Engineering Development and Research (IJEDR), 4 (2016) 1891- 1898
Navodaya, Capacity Analysis of Rcc Frame Structure with and Without Infill Walls, Journal of Mechanical and Civil Engineering (JMCE), 14 (2017) 84-91
Garg, Static and Dynamic Analysis of R.C Building Frame With Infill, International Research Journal of Engineering and Technology (IRJET), 4 (2017) 383-403

Civil and Environmental Engineering. 16 (1) (2020) 63–70
Virdi, Numerical modelling of the progressive collapse of framed structures as a result of impact or explosion. 2nd International PhD Symposium in Civil Engineering, Budapest 1998
Engineering Structures. 30(5) (2008) 1308–1318
Engineering Structures. 30(5) (2008) 1424–1438
Civil defense protective structures.

Hope that this work can provide a reference to other tunnel excavation engineering.
Especially, after the finite element method (FEM) coming up, the engineering and science researches, such as civil engineering, aerospace engineering, mechanical engineering, material design, magnetorheological materials and tunnel engineering, are put forward a lot[7-14].
The tunnel excavation engineering demonstrated the simulation result under Feng-tian Road in Chongqing.
Hope that this work can provide a reference to other tunnel excavation engineering.
Journal of Geotechnical and Geoenvironmental Engineering. 2011(3), Vol.137:P254-262

Coupling Vibration Analysis of Reinforced Concrete Rectangular Liquid-storage Structure on Elastic Foundation Cheng Xuansheng and Wang Junling School of Civil Engineering, Lanzhou University of Technology, Gansu Lanzhou 730050, P.R.China Cxs702@lut.cn Key words: Elastic Foundation; Concrete; Rectangle Liquid-Storage Structure; Liquid-Solid Coupling Abstract.
And so a theory base about the design calculation of rectangular liquid-storage structure is provided for subsequent engineering structure.
And so a theory base about the design calculation of rectangular liquid-storage structure is provided for subsequent engineering structure.
Conclusions In this paper, the impact of dimensionless parameters on liquid-solid coupling vibration frequency of rectangular liquid-storage structure combining with practical project and numerical example for engineering application is as follows: (1) the non-dimensional coupling vibration frequency increases with the increasing of non-dimensional and K, but has a little effect on engineering
Engineering Mechanics (2011), in press

The solid model was established by the ANSYS Workbench module, then simulate the interaction of ice load and ocean engineering structures to verify the safety of ocean engineering structure.
It solves the practical application of engineering problems and the structural is safety and reliability.
Mechanics in Engineering, 2009,36(06):50-52
China Civil Engineering Journal,2003,36(02):16-19
Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire, USA. 1996. 25

Univ. of Archit. and Civil Eng.
Procedia Engineering. 111 (2015) 607-611
Industrial and Civil Construction. 4 (2007) 45-46
Industrial and Civil Construction. 1 (2013) 31-34
Industrial and Civil Construction. 10 (2007) 43-44