Search results

Behaviour of Silico Manganese Slag Manufactured Aggregate as Material for Road and Rail Track Construction Abhay Vinayakrao Patil 1, a , Anant Manohar Pande 2, b 1 Research Scholar & Asst. professor of Civil Engineering,Yeshwantrao Chavan College of Engineering, Wanadongri, NAGPUR 441 110 MS, India 2 Professor of Civil Engineering,Yeshwantrao Chavan College of Engineering, Wanadongri, NAGPUR 441 110 MS, India aa_v_patil2004@yahoo.com, bapande_in@yahoo.com Key words: Silico Mangenese Slag, aggregate, ballast, pavements.
These contradictory results motivated the current research into the basic and engineering aspects of the use of SiMn slag as pozzolanic material in blended cements.
Conf.on the Science and Engineering of Recycling for Environmental Protection, WASCON 2000, Harrogate (UK), vol.
Sa´nchez de Rojas, Recycling of silicomanganese slag as pozzolanic material in Portland cements: Basic and engineering properties Cement.

The Research Progress of New Cementing Materials Yun Wang 1, a 1Department of civil Engineering & Architecture, Shaanxi University of Technology, Hanzhong Shaanxi, 723001,China awangyun411@126.com Keywords. new cementing material, scrap, organic substance,natural materials Abstract.
Introduction Cementing materials are widely used in constructional engineering, hydraulic engineering, traffic engineering and defense engineering and other fields, and become one of the indispensable materials in national economy and people's lives.
Chinese Journal of Environmental Engineering. 2009,3(6):1113-1117 (in Chinese) [2] Huiqun Zhou,Jiaguo Xiong, Yucai Zhang.
Journal of Civil, Architectural & Environmental Engineering. 2010, 32(1):136-140 (in Chinese) [9] Yi Zhang, Xiaopeng Wang, Dongxu Li.

Calculation and evaluation on dynamic characteristics of bridge-subgrade transition section in speed-up railway line Bin Zhang1, a, Xiushao Zhao2, b and Qingjie Liu1, c 1Engineering Research Center of Railway Environment Vibration and Noise, Ministry of Education, East China Jiaotong University, Jiangxi, China 2College of Architecture and Civil Engineering, East China Jiaotong University, Jiangxi, China azhangbin010@yahoo.com.cn, bzhaoxiushao@163.com, cliuqingjie06@yahoo.com.cn Keywords: Speed-raising of existing railway; Bridge-subgrade transition section; Dynamic characteristic; Evaluation system.
General situation of engineering Ningqi existing railway line includes 19 special large bridges, 12 major bridges, 103 medium bridges, and the length of the bridges are 16% of the total.
The vibration equation of the vehicle-track-bridge/subgrade structure can be solved by numerical method such as Newmark integration scheme, which is widely used in analysis of engineering problems.
In Bulletin 742, American Railway Engineering Association (1993), p.267-298
Master’s Thesis, Department of Civil Engineering, University of Delaware. (1991) [4] C.D.

Inspecting and Monitoring the Technical Condition of Sewage Collectors Victor Vasilyev1,a*, Yuri Stolbikhin2,b 1,2Saint Petersburg State University of Architecture and Civil Engineering Vtoraja Krasnoarmejskaja ul.4, St.
These are sophisticated engineering structures that carry effluents, simultaneously enabling the maintenance personnel to come down for inspection, repair, washing, and fault rectification both in tunnels and in shafts proper.
Enclosures, ladders, and other elements of engineering support are manufactured from ferrous metal or stainless steel [1, 2].
Effect of mixture design parameters and wetting-drying cycles on resistance of concrete to sulfuric acid attack (2007) Journal of Materials in Civil Engineering, 19(2), pp. 155–163
Deterioration of sewage tunnels and in-line structures as a result of microbiologic corrosion (2013) Vodosnabzhenie i sanitarnaya tekhnika (Water supply and sanitary engineering), No. 9, pp. 67–76

Therefore, the relevant design specifications are not mature enough and research on the dynamic performance of steel-concrete composite box beams is seriously lagged behind the engineering practice.
China Civil Engineering Journal, 1999，32（2）：3-8 [4] REISSNER E.
Journal of Engineering Mechanics, 2003,129(8):944-950
Changsha, central south university institute of civil engineering, 2004
Journal of Engineering Mechanics, 2003,129(8):944-950.

Effect of sodium hydroxide (NaOH) concentration on compressive strength of alkali-activated slag (AAS) mortars Aimi Noorliyana Hashim1, a, Kamarudin Hussin1,2,b, Noorzahan Begum 1,c, Mohd Mustafa Al Bakri Abdullah1,2,d, Kamrosni Abdul Razak1,e and Januarti Jaya Ekaputri3,f 1 Centre of Excellence Geopolymer and Green Technology, School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), 01007, P.O Box 77, D/A Pejabat pos Besar, Kangar, Perlis, Malaysia 2Faculty of Engineering Technology, Uniciti Alam Campus, Universiti Malaysia Perlis, 02100, Sungai Chuchuh, Padang Besar, Perlis, Malaysia 3Department of Civil Engineering, ITS, Kampus ITS Surabaya, 60111, Indonesia.
Characteristics of the Geopolymer using Fly Ash and Blast Furnace Slag with Alkaline Activators. 4th International Conference on Chemical, Biological and Environmental Engineering.
Civil, Environmental and Chemical Engineering.
International Journal of Earth Sciences and Engineering. 4: pp 830-834 [12] A.R.
Yang, Summary Reports of Research on Alkali-Activated Slag Cement and Concrete, Volumes 1–6, Chongqing Institute of Architecture and Engineering, Chongqing, 1988

Strength of Reinforced Fibrous Foamed Concrete-Filled Hollow Section Norashidah Abd Rahman1,a, Siti Amirah Azra Khairuddin2,b, Norwati Jamaluddin1,c and Zainorizuan Mohd Jaini1,d 1Jamilus Research Centre, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Malaysia 2Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Malaysia anrashida@uthm.edu.my, bamirahazra@gmail.com, cnorwati@uthm.edu.my, drizuan@uthm.edu.my Keywords: Concrete-filled hollow section, foamed concrete, steel fibre, polypropylene fibre Abstract.
Engineering Technol., Vol. 3 (2016) p. 14 [5] British Cement Association, Foamed Concrete: Composite and properties, Report 46.042 (1994)
Ali, Ultimate strength capacity of a square hollow section filled with fibrous foamed concrete, IOP Conference Series: Materials Science and Engineering, Vol. 271 (2017) p. 012103 [9] S.
Swedha, An Experimental study on Concrete Filled Tubular Columns Using Varying Steel Materials, International Journal of Innovative Science, Engineering & Technology ,Vol. 2 (2015) p. 737–742
Bridge, Design of circular thin-walled concrete filled steel tubes, Journal of Structural Engineering, Vol. 126(11) (2000) p.1295-1303.

Research On Seismic Strengthening With The Performance Of The Dynamic Measurement Method Jianjian Zhang 1, a, Yongsheng Zhang 2,b 1 Architecture and Civil Engineering,Taiyuan University of Technology,Taiyuan,China 1 Architecture and Civil Engineering,Taiyuan University of Technology,Taiyuan,China a771022886@qq.com Keywords: dynamic characteristics test; Nondestructive testing; The seismic identification.
At present the method commonly used in high-level, high-rise complex structure, large-span space structures, as well as the health of the bridge engineering detection in[1] .
Dynamic measurement is an indirect nondestructive detection method[3].With the development of sensor technology, all kinds of engineering signal acquisition and processing system has been an unprecedented development.
The engineering general situation and test methods The engineering general situation.
References [1] Shang Shimin theory of nondestructive testing technology in building construction engineering quality test Building materials 2009 in sichuan province [2] Shi Weixing Ma Qiuling.

Odqvist, Study of decomposition of ferrite in a duplex stainless steel cold worked and aged at 450–500 ◦C, Materials Science and Engineering A 499 (2009) 489–492
Labisz, Derivative thermo analysis of the near eutectic Al-Si-Cu alloy, Archives of Foundry Engineering 8 (2008) 37-40
Labisz, Investigation of microstructure and dislocations of cast magnesium alloys, Journal of Achievements in Materials and Manufacturing Engineering 42 (2010) 94-102
Borek, Thermo-mechanical treatment of Fe-Mn-(Al, Si) TRIP/TWIP steels, Archives of Civil and Mechanical Engineering 12 (3) (2012) 299-304
Borek, The thermo-mechanical processing of high-manganese austenitic TWIP-type steels, Archives of Civil and Mechanical Engineering 8 (4) (2008) 29-38

Engineering Structures, 2010. 32(1): p. 32-45
Procedia Engineering, 2011. 14: p. 3036-3041
Nuclear Engineering and Design, 2001. 203(2): p. 143-158
[11] Li, V.C., Large volume, high‐performance applications of fibers in civil engineering.
Engineering Structures, 2004. 26(3): p. 347-362