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Sabera B.5,c, Sanket M6,c, Anil Shet7,c 1Associate Professor, Department of Chemical Engineering, KLE Dr MSS Shesgiri College of Engineering and Technology, Belagavi, India 2Lecturer, Rani Parvati Devi College of Arts and Commerce, Belagavi, India, 3,4,5,6Department of Chemical Engineering, KLE Dr MSS Shesgiri College of Engineering and Technology, Belagavi, India gAssistant Professor, Biotechnology Department, KLE Technological University, Hubli a*Corresponding author.
Acknowledgement The authors would like to thank the management authorities of KLE DR .M.S.Sheshgiri College of Engineering and Technology, Belgaum for their kind support.
Experimental investigation on biodiesel production incorporating deep eutectic solvents 2020 Proceedings of the Institution of Civil Engineers-Energy.

3D Numerical Analysis of Seismic Performances of Dyke on Liquefiable Soils Mingwu WANG1, a, Guangyi CHEN1, b 1 School of Civil Engineering, Hefei University of Technology, Hefei 230009, China a geotechnics@foxmail.com, b gyc.0302@yahoo.com.cn Keywords: Dyke; Multiple Shear Mechanism Model; Effective Stress Analysis; Seismic Response; Liquefaction; Seismic Design Abstract.
Luo: Chinese Journal of Geotechnical Engineering Vol. 22 (2000), p. 542 [2] M.
Ko: Journal of Rock Mechanics and Engineering Vol. 26 (2007), p. 1 [5] M.
Tobita: Journal of Hydraulic Engineering Vol. 39 (2008), p. 1346 [6] Y.
Wu: Journal of Hydraulic Engineering Vol. 32 (2001), p. 57 [7] S.

According to Kennedy [4], the application of multi-objective PSO (MOPSO) in engineering is particularly suitable due to the speed of its convergence.
This gives engineers the solutions with respect to cost.
To be offshore engineering practical, the chain diameters are arbitrarily selected from the Ramnäs product manual [16].
Ocean engineering, 2008. 35: p. 787-811 [9] F.
Optimization and engineering, 2011. 12: p. 215-35

Mitigation of Wind-Induced Vibration with Liquid Column Vibration Absorber Hongjin Kim 1, a , Whajung Kim1,b , Soo-Gon Lee2,c , Ji-Seong Jo3,d , Daikeun Kim 3,e and Kwang-Jae Lee3,f 1 School of Architecture & Civil Engineering, Kyungpook National University, 1370 Sangyeok-dong, Buk-gu, Daegu, Korea 702-701 2 School of Architecture, Chonnam National University, 300 Yongbong-dong, Buk-gu, Gwangju, Korea 500-757 3 POSCO Engineering & Construction Co., Ltd., Dae Rung Building, 826-20 Yeoksam-Dong, Gangnam-Gu, Seoul, Korea 135-769 a hjk@knu.ac.kr, b kimwj@knu.ac.kr, cgl6323@hanmail.net, dmeshless@poscoenc.com, e jemi@poscoenc.com, fbromont@poscoenc.com Keywords: LCVA, TLCD, Wind induced vibration, Serviceability, Motion control.
Dargush, Passive Energy Dissipation Systems in Structural Engineering (John Wiley & Sons, New York 1997)
Ha, Wind-induced response control and serviceability improvement of an air traffic control tower: Engineering Structures Vol. 28 No. 7 (2006), pp. 1060-1070
Hsu, Control Performance of Liquid Column Vibration Absorbers: Engineering Structures Vol. 20 No. 9 (1998), pp. 580-586
Watkins, Characteristics of liquid Column vibration absorbers (LCVA)-I: Engineering Structures Vol. 19, No. 2 (1997), pp. 126-134.

Research on Start-up Time of the Supply Chain Emergency Plan Based on Online Method Qian Wu1, a, Lihua Wang1,b Wenguang Chang1,c Luyan Li1,d 1College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055,China awqian1983@126.com, bwlh625@163.com, cchangwenguang100@163.com, dliluyan0229@126.com Keywords: emergency plan; online method; supply chain; start-up time Abstract.
Industrial Engineering and Management.
Systems Engineering-Theory & Practice.
Journal of Industrial Engineering / Engineering Management.Vol.1(2010),p.109-114 [9] Xin C L，Chen J，Liu T L.
Systems Engineering-Theory & Practice.Vol.11(2009), p. 145-151(In Chinese)

Journal of Zhejiang University (Engineering Science).2000,34(1), p. 54-59 (In Chinese)
Journal of the Soil Mechanics and Foundation Division, American Society of Civil Engineering, 1967,93(2),p. 27-43
Journal of Geotechnical Engineering,1985,111(10),p. 1177-1192
Chinese Journal of Geotechnical Engineering, 1997,19(3),p. 83-88(In Chinese)
Chinese Journal of Geotechnical Engineering,1997,19(5),p. 49-55(In Chinese)

Development of a new software for adaptive crack growth simulations in 3-D structures (2003) Engineering fracture mechanics, 70, pp. 249–268
Fatigue shape analysis for corner cracks at fastener holes (1998) Engineering Fracture Mechanics, 59, pp. 73–87
An experimental and analytical study of fatigue crack shape control by cold working (2008) Engineering Fracture Mechanics ,75 (3-4), pp. 355-363
Closure behaviour of surface cracks (1983) Fatigue & Fracture of Engineering Materials & Structures, 6, pp. 225–239
Fatigue of fillet-welded joint assessment by the FEA simulation of damage accumulation (2011) Magazine of Civil Engineering,  4(22), pp. 5-9.

Chinese Journal of Geotechnical Engineering.
Chinese Journal of Geotechnical Engineering.
Chinese Journal of Geotechnical Engineering.
Chinese Journal of Geotechnical Engineering.
Chinese Journal of Geotechnical Engineering.

When selecting pavement and base thicknesses, those who design and engineer highways, airport runways and taxiways, parking lots, and other pavements rely on CBR test values [12].
Ala-Aldhen, Mechanical characteristics of recycled concrete aggregates as backfill material, International Journal of Applied Engineering Research. (2016)
Irfan, Experimental Study on Endurance Performance of Lime and Cement-Treated Cohesive Soil, KSCE Journal of Civil Engineering. (2021). https://doi.org/10.1007/s12205-021-2154-7
Mittal, Improvement of local subgrade soil for road constuction by the use of coconut coir fiber, IJRET: International Journal of Research in Engineering and Technology.
Das, Principles of foundation engineering : SI edition, (2015) 919.

Therefore, study on shear strength and failure pattern of jointed rock under shear loading is a significant work, which can provide a good understanding of local and general rock engineering instabilities, leading to improved designs of engineering projects.
However, the failure progress is always becoming the focus of engineers' attention.
So the numerical results are in reasonable accordance with the engineering reality.
Cai: Rock Mechanics and Engineering (Science Press, China 2002) [3] W.G.
Fairhurst: The Proceeding of the Civil Engineering Materials Conference, Southampton (1969), p. 904 [11] B.H.G.