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The selection of constitutive models input parameters is done on the standard tests outcomes as the common part of geological engineering surveys.
The difficulty of using this model is contained in additional input stiff parameters, which aren’t measured in geological engineering researches.
Parameters for Linear Elastic Model and Mohr-Coulomb Model are appointed as common soil characteristics from typical geological engineering survey.
Selection of sil models and parameters for geotechnical engineering application.
American Society of Civil Engineers, 2005.

Introduction As the basic data of rock engineering analysis and design, rock mechanical parameters can reflect the engineering characteristics of rock mass.
The results of the research may fill the gap in this field, and provide reference for the determination of physical and mechanical parameters in geotechnical engineering.
The study of the intrinsic relationship between porosity and mechanical properties is of great significance to solve practical problems in petroleum, geology, mining, metallurgy, civil engineering and hydraulic engineering.
Interpretation of UCS test results for engineering design, J. 13th ISRM Int.
Irfan, Engineering grading of weathered granite, J.

League City/Houston, TX, United states: American Society of Civil Engineers, 2006:2
Nanjing, China: Institution of Engineering and Technology, 2010:18-24
San Diego, CA, United states: Institute of Electrical and Electronics Engineers Inc., 2010
Winter Annual Meeting of the American Society of Mechanical Engineers, Nov 8 - 13 1992.
Montreal, QC, Canada: Advanced Engineering Solutions, 2009:73-9

Optimal Structure Design of Elliptical Deep-Submersible Pressure Hull Fathallah ELSAYED1,a,*, Qi Hui1,b,Tong Lili1,c and Mahmoud Helal2,d 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China 2Production and Mechanical Design Dept., Faculty of Engineering, Mansoura University, Mansoura, EGYPT asaidhabib2000@hotmail.com,bqihui205@sina.com, ctonglili@hrbeu.edu.cn, dengmahhelal@mans.edu.eg Keywords: Optimal; Submersible; Pressure hull; Strength; Buoyancy factor.
A submarine designer pointed out that the safety factor of 1.5-2.0 is considered acceptable in most engineering practice [5].
Ross, A conceptual design of an underwater vehicle, Ocean Engineering, 33 (2006) 2087–2104
Ross, A conceptual design of an underwater missile launcher, Ocean Engineering 32 (2005) 85-99
Chen, Optimum design of multiple intersecting spheres deep-submerged pressure hull, Ocean Engineering, 31 (2004) 177-199

Not every architect or engineer should be expected to be fluent in all of the characteristics of timber grading.
Sganzin, An Elementary Course of Civil Engineering (Translated from the French), 2nd edition, Hillard, Gray, Little, and Wilkins, Boston, MA. (1828) [9] M.
Proceedings of the International Wood Engineering Conference 1996, October 28-31; New Orleans, LA.
Proceedings of the International Wood Engineering Conference 1996, October 28-31; New Orleans, LA.
Proceedings of the International Wood Engineering Conference 1996, October 28-31; New Orleans, LA.

Many engineering measures were developed to control landslide hazards.
Different analysis methods have been developed to evaluate slope stability with engineering control measures.
Numerical modelling set up FLAC3D is a three-dimensional explicit finite-difference program for geotechnical engineering computation, which has been widely used in many applications, such as mining engineering, tunnel engineering, and civil engineering, etc..
However, most of the cross-section of the anti-sliding pile in the engineering practice is rectangular.
Chinese Journal of Geotechnical Engineering, Vol.14(1992), P.51-56.

Journal of Wind Engineering and Industrial Aerodynamics, 90(2002):897-940
Journal of Wind Engineering and Industrial Aerodynamics, 83(1999):263-275
Journal of Wind Engineering and Industrial Aerodynamics, 60(1996):211-225
Journal of Engineering Structures,23(2001):725-735
Journal of structural engineering, ASCE, 127(2001):981-989

SINGH3,c* 1Dept. of Mechanical and Automation, IGDTU Delhi, India 2,3Dept. of Mechanical Engineering, IIT Delhi, India abhashiatwork@gmail.com, bmez178321@iitd.ac.in, csinghsp@mech.iitd.ac.in Keywords: Wire Rope, Deflection, Image processing, Cosserat Rod Theory Abstract.
The pervasive wire ropes across diverse industries underscores their capacity to adeptly manage substantial loads and endure adverse environmental conditions finding its application in mechanical, civil, mining, and marine engineering.
Wall, “Geometrically exact finite element formulations for slender beams: Kirchhoff--Love theory versus Simo--Reissner theory,” Archives of Computational Methods in Engineering, vol. 26, no. 1, pp. 163–243, 2019
Diebels, “Towards viscoplastic constitutive models for Cosserat rods,” Archive of Mechanical Engineering, pp. 215–230, 2016

A New Strategic Partner Selection Method Base on Factor Analysis in the Construction Industry Wang Shun1,2,a, Ma Qinhai1 1School of Business Administration Northeastern University， No 11 Wenhua Avenue Heping District ,Shenyang ，China110819 2College of Architectural and Civil Engineering Shenyang University No 21 Wanghua South Street Dadong District ,Shenyang ，China110044 awangshun1973@163.com Keywords: factor analysis; strategic partner selection; procurement process Abstract.
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Material Science and Engineering, vol. 427(1-2), pp. 142–147, 2006
Proceedings World Academy Of Science, Engineering And Technology, , ISSN: 2070-3724, Paris, vol. 35 (28), pp. 153-157, September 2008b
Proceedings of World Academy Of Science, Engineering And Technology, ISSN: 2070-3724, Japan, vol. 53(170), pp. 1035-1041, May 2009
[45] Abdul Kadir, A. & Abbas Mohajerani, A., Possible Utilization of Cigarette Butts in Light-Weight Fired Clay Bricks, International Journal of Environmental Science and Engineering, vol. 2(3), 2010
[46] Abdul Kadir, A. & Abbas Mohajerani, A., Recycling Cigarette Butts In Light-Weight Fired Clay Bricks, Journal of Construction Materials, Proceedings of the Institution of Civil Engineers (UK) (Accepted), 2011.