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Advances in FRP Composites in Civil Engineering, 2011, pp.356-359
Advances in FRP Composites in Civil Engineering, 2011, pp.65-68
Advances in FRP Composites in Civil Engineering, 2011, pp.69-72
Advances in FRP Composites in Civil Engineering, 2011, pp.296-300
Advances in FRP Composites in Civil Engineering, 2011, pp.301-303

Analysis of shear strength of wood Tihomir Štefić1,a, Aleksandar Jurić2,b and Pavao Marović3,c 1J.J.Strossmayer University of Osijek, Faculty of Civil Engineering Osijek, Drinska 16a, HR-31000 Osijek, Croatia 2J.J.Strossmayer University of Osijek, Faculty of Civil Engineering Osijek, Drinska 16a, HR-31000 Osijek, Croatia 3University of Split, Faculty of Civil Engineering and Architecture, Matice hrvatske 15, HR-21000 Split, Croatia atstefic@gfos.hr, bajuric@gfos.hr, cpavao.marovic@gradst.hr Keywords: Shear strength, wood, fracture mode, FE analysis, shear test specimen.
[2] Bjelanović, A., Rajčić, V., Wooden structures according to the Euronoms (Drvene konstrukcije prema europskim normama), Zagreb, Hrvatska sveučilišna naklada & Faculty of Civil Engineering of the University of Zagreb, 2005.

Our International conference on "Futuristic innovations in Mechanical Engineering and Manufacturing Engineering and Manufacturing Management" (ICFIMEMM-2016) has been organized precisely in order to meet out the objectives and to set out new goals with the continuous encouragement from the Chairman, Secretary, Principal, Executive Director, Dean (Mech & Civil Engg.) and Head of the Department (Mechanical) of M.Kumarasamy College of Engineering.
Karthikeyan, Dean / Mechanical & Civil Engg.
Turnad Lenggo Ginta Department of Mechanical Engineering, University Teknologi PETRONAS, Malaysia.
Asokan Professor, Department of Production Engineering, National Institute of Technology, Trichy.
Sridharan Professor, Department of Mechanical Engineering, National Institute of Technology, Calicut.

Crack Propagation Behavior of Asphalt Concrete Part II: A study into Influence of Loading Rates Zezhong JIANG1,a, Tao XIE 2, b , Yanjun QIU 1,c and LAN Bo 3,d 1 College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 2 College of Civil and Architecture Engineering, Guizhou University, Guiyang 550022, China 3 Department of Transportation of Sichuan Province, Chengdu 610041, China a qmrjzz@yahoo.com.cn, b xie_tao96@163.com, cpublicqiu@163.com, dsclb2008@163.com Keywords: asphalt concrete, crack propagation behavior, CT, loading rate Abstract: Cracking has long been accepted as a major mode of premature failure in flexible pavements.
However, cracking process in asphalt mixtures in a three dimensional scale is still a great challenge to road engineers.
Dissertation, Faculty of Civil Engineering, Delft University of Technology, Delft, 1995 [2] Yang Gengshe, Zhang Changqing.
Dissertation, School of Civil Engineering, Southwest Jiaotong University, Chengdu, 2006 [5] R L Krans.
Journal of Engineering Mechanics, 1996, 116(4):123-132

Evaluation of the Design Mix Proportion on Mechanical Properties of Engineered Cementitious Composites Lee Siong Wee1,a*, Oh Chai Lian2,b and Mohd Raizamzamani Md Zain2,c 1Faculty of Civil Engineering, Universiti Teknologi MARA, Johor Pasir Gudang Campus, 81750 Masai, Johor, Malaysia. 2Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia.
This paper investigates the mechanical properties of engineered cementitious composites (ECC) in terms of compressive strength and flexural behaviour.
Wight, Seismic response of exterior RC column-to-steel beam connections, Journal of structural engineering. 126 (2000) 1113-1121
Maalej, Application of engineered cementitious composites (ECC) in interior beam–column connections for enhanced seismic resistance, Engineering Structures. 69 (2014) 235-245
Lee, Seismic behaviour of engineered cementitious composites beam-column joints.

Orthogonal test analysis on influencing factors of prestressed concrete small box beam camber Yue Zhang School of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia, 014010, China yuezhang_zy@163.com Key words: Restressed Concrete (PC), Small Box Beam, Camber, Influencing Factors, Orthogonal Test, Regression Analysis.
The fitting precision can meet the requirements of the engineering design, and the study method can provide reference for prediction and control of main beam camber.
Therefore, the fitting expressions can meet the requirements of the engineering design.
Journal of Railway Science and Engineering, Vol.8 No.1(2011), p.107, in Chinese
Journal of Wuhan University of Technology (Transportation Science & Engineering), Vol.27 No.3(2003), p.322, in Chinese

Effect of Grain Size Distribution on Shear Strength Characteristic of Random Fill Material at Keureuto Dam, Indonesia Abi Maulana Hakim1,2,a,*, Samira Albati Kamaruddin1,b, Andhika Sahadewa3,4,c, Ramli Nazir5,d, and Haris Eko Setyawan3,4,e 1Razak Faculty of Technology and Informatics, Universiti Teknologi Malaysia, Kuala Lumpur, 54100, Malaysia 2Department of Civil Engineering, Institut Teknologi Indonesia, South Tangerang, Banten, 15314, Indonesia 3Department of Civil Engineering, Bandung Institute of Technology, Bandung, West Java, 40132, Indonesia 4Indonesian Geotechnical Inztitute, Yogyakarta, DIY, 55165, Indonesia 5Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, 81310, Malaysia a*abimaulanahakim@iti.ac.id, bsamira.kl@utm.my, csahadewa@itb.ac.id, dramlinazir@utm.my, ekingharist@gmail.com Keywords: random fill material, grain size distribution, large-scale shear test, dam construction, exponential shear strength.
Advanced Dam Engineering for Design, Construction, and Rehabilitation.
Engineer Manual 1110-2-2300, United States Army Corps of Engineers (USACE), USA. (2004) [9] Sahadewa, A., Setyawan, H., Tanjung, M., Pamumpuni, A., Hakim, A.
Proceedings of the 7th International Conference on Civil Engineering, ICOCE 2023, Singapore.
Lecture Notes in Civil Engineering, Springer, Singapore. (2023).

Energy Consumption for Heating Residential building from Implementing Deferent Energy-Saving Standard Chune Li 1,a*，Yajun Wang 2,b and Ying Cai 3,c 1 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China 2 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China 3 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China asophie_lce@163.com, bwyj79626@lut.cn, cblue9801@163.com Keywords: Energy-Saving Standard, DeST-h, energy consumption, residential building Abstract.
Calculation parameters of indoor was stetted according to 《Design standard for energy efficiency of residential buildings in severe cold and cold zones》and 《Design code for heating ventilation and air conditioning of civil buildings》[5].
Beijing: China Architecture & Building Press, 2005 [6] GB50736-2012 Design code for heating ventilation and air conditioning of civil buildings [S].Beijing: The people's Republic of China Ministry of housing and urban rural development, Thepeople's Republic of China State Administration of Quality Supervision Inspection and quarantine,2012

Experimental Study of Shear Strength of Unsaturated Silty Clay of Yellow River Levee Cuiran Liua, Li Wangb and Jinjun Guo Department of Civil Engineering, Luoyang Institute of Science and Technology, China aliucuiran@163.com, bwanglilyct@163.com Keywords: unsaturated soil; tri-axial apparatus; shear strength; water content.
But because of complexity and exquisite requirement with and long duration of test, unsaturated tri-axial test wasn’t used extensively in civil engineering before.
But for the complex technology, long during, higher measure precision, it is not extended in engineering the past years., The unsaturated tri-axial apparatus and methods of test and results analysis is introduced in this paper ; (2)Strength of unsaturated clay is commonly greater than that of saturated clay.
Engineering Survey, 1999, 1(1), P7 [2］Fredlund DG, Rahardjo H.

Ivanov2,e 1Department of Construction Technology, Faculty of Civil Engineering in Prague Thákurova 7/2077, 166 29 Prague 6 - Dejvice, Czech Republic 2National University of Science and Technology “MISiS”, Leninsky prospect 4, Moscow, 119049, Russia akravtale@fsv.cvut.cz, bpavel.svoboda@fsv.cvut.cz, cpospich@fsv.cvut.cz, dmoroz_off_123@mail.ru, epasha-19951995@mail.ru Keywords: seismoacustic, shock wave propagation, rocks, explosion, fallout, numerical simulation Abstract.
In this situation is of a great importance to start with a retrofit those of underground spaces that was decommissioned in last years and to start thinking about reuse of mining shafts as a fallout shelters for protection of civil population.
Kravtsov, Jacob Zdebski, Pavel Svoboda1, Vaclav Pospichal, Numerical Analysis of Explosion to Deflagration Process due to Methane Gas Explosion in Underground Structures, 5th International Conference on Military Technologies, ICMT 2015, pp. 125-133 [3] Pruška, J.; Hilar, M., Stochastic Analysis of the Tunnels Using LHS, Computational Methods in Tunnelling and Engineering.
Computer modeling using the software complex strength engineering analysis FIDESYS.