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Freyssinet Total Technology, Jakarta, Indonesia 2Civil & Environmental Engineering Department, Faculty of Engineering, Gadjah Mada University, Yogyakarta, Indonesia 3Civil & Environmental Engineering Department, Faculty of Engineering, Gadjah Mada University, Yogyakarta, Indonesia 4Civil & Environmental Engineering Department, Faculty of Engineering, Gadjah Mada University, Yogyakarta, Indonesia aadinda.chaerany@freyssinet.co.id, bali.awaludin@ugm.ac.id, cpriyo_ugm@yahoo.co.id, dahdreac@tsipil.ugm.ac.id Keywords: fitness-for-service; remaining life; steel-framed structure; structural condition assessment.
Civil Engineering Dimensions, 2 September, pp. 81-88
Engineering Fracture Mechanics, Volume 21, pp. 173-185
Engineering Structures, 5 March, pp. 2331-2337
Testing of Engineering Materials. 4th ed.

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

Sedimentary Clays as Geopolymer Precursor Mostefa F.1,a, Bouhamou1,b*, Mesbah H.A.2,c, Aggoune S.3,d, Mekhatria D.4,e 1Laboratory of Construction transport and Protection of Environment "LCTPE", University of Abdelhamid Ibn Badis, Mostaganem, Algeria. 2Laboratory of Civil Engineering and Mechanical Engineering (LGCGM) - IUT de Rennes, France. 3Laboratoire de Mécanique et Matériaux de Génie Civil (L2MGC) de l’université de Cergy-Pontoise, France. 4Department of Process Engineering, University of Abdelhamid Ibn Badis, Mostaganem, Algeria.
Chemical Engineering Journal. 89 (2002) 63-73
Key Engineering Materials. 650 (2015) 91-104 [22] P.
Aguilar : Characterization of geopolymers obtained by alkaline activation of metakaolin with high iron content, Sustainable Solution in Structure Engineering and Construction, ISEC Press (2014)

An Experimental Study on the Mechanical Characteristics of sandstone-like material with preset filling joints Liu Xinyu1,2,Liu Aihua1 and Wu Bangbiao1 1School of Resources and Safety Engineering, Central South University, Changsha, China. 2 School of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology, Inner Mongolia, China 1 ivy-liu@live.cn Keywords: experimental study, through joint, gypsum filling joints, rock-like material.
Chinese Journal of Rock Mechanics and Engineering, vol.19, no.3, pp.295~298.
Rock Mechanics and Rock Engineering，vol.34, no.1, pp.67–75
Rock Mechanics and Rock Engineering，vol.28, no.3, pp.135–144
Chinese Journal of Rock Mechanics and Engineering, vol.17, no.6, pp.611-614.

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.

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

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

Analysis of Settling Character and Prediction Result of the Red Sandstone Dynamic Compaction Embankment Yuanyuan Ren1,a , Jing Wang2,b 1 School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu 730050, China 2 CCCC Second Highway Engineering co., LTD, Xi’an, Shanxi and 710065, China aYuanYuanREN_XA@126.com, b290896529@qq.com Keywords: Red sandstone, Post construction settlement, Unequal interval grey model, Equal-dimensional new information prediction model, Settlement prediction Abstract.
Most of red sandstones are argillaceous cementation, water erosion and weathering resistance is poor, the weathered layer is thick ,and the distribution is uneven, and the difference of engineering properties of weathered material is large as the parent rock, which has some bad engineering properties, such as softening, disintegration and expansion with water, resulting in lots of engineering geological disasters in the subgrade , foundation engineering, high slope engineering and underground engineering.
Because the above bad engineering properties of red sandstone [1], the roadbed is easy to subsidence or slump when filling embankment with the red sandstone, which leads to the cracking damage of pavement.
Borden.: Journal of Geotechnical and Geoenvironmental Engineering.
Vol. 41 (2012), p. 622-632 [4] Malla Ramesh, Joshi, Shraddha: The International Journal of Pavement Engineering.

Mustaffa1, c 1Department of Civil Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh, Perak, Malaysia a fa_namazi@yahoo.com, b kurian_john@petronas.com.my, c zahiraniza@petronas.com.my Keywords: Offshore Pipelines, Vortex Induced Vibration, Navier-Stokes equations, Artificial Dissipation Method.
Coastal Engineering, 2001. 44(2): p. 153-190
Ocean engineering, 2008. 35(3): p. 301-309
Coastal Engineering, 2005. 52(1): p. 25-42
Coastal engineering, 2005. 52(1): p. 43-62