Search results

Sharma2,b, Priyanka Shandil3,c Department of Civil Engineering NIT Hamirpur, H.P. 177005, India aabuchuhan81060@gmail.com, bravi@nith.ac.in, cpriyankashandil7777@gmail.com Keywords: Soil Stabilization, CDW, CCR, Molasses, Glass Fiber, Waste Management, Scanning Electronic Microscope.
Geotechnical and Geological Engineering, 37, 2343-2362
Magazine of Civil Engineering, 120(4), 12002
KnE Engineering, 157-166
Geomechanics and Engineering, 12(1), 71-83

Beam and Truss Element for Non-Linear Geometric Analysis Messaoud BOUREZANE* Civil Engineering and Hydraulics Department, University of Biskra, Algeria bourmess@yahoo.fr Keywords: Curvature correction, large displacement, linearised incrementation, Newton-Raphson, geometric non-linear, Eulerian formulation, Lagrangian formulation.
Journal of structural engineering, ASCE, Volume 114, Issue 4, (1988) 804-820
International journal of numerical methods of engineering, Volume 3, Issue 4, (1971) 529-552
Engineering, Volume 22, Issue 1, (1980) 59-85
Nelson J.R) American Society of civil engineering New York, (1989) 520-529

Weibull Technique for Evaluation of Swelling: Composite Graphite Resin Electrode for Electrochemical Treatment of Gold Mining Wastewaters OLAYANJU Opeyemi Kunle1,a*, BOLORUNDURO Kehinde Adedayo2,b, and OKE Isaiah Adesola3,c 1Department of Civil Engineering, Redeemer’s University, Ede, Nigeria 2Civil Engineering Department, Federal University, Oye- Ekiti, Nigeria 3Department of Civil Engineering, Obafemi Awolowo University, Ile-Ife, Nigeria Email address: aolayanjuo@run.edu.ng; bkehinde.bolorunduro@fuoye.edu.ng, cokeia@oauife.edu.ng Keywords: swelling, graphite resin electrodes, gold mining wastewater treatment, particle size, compacting pressure.
In: Advances in Water Resources Engineering and Management.
Improved swelling behavior of Li ion batteries by microstructural engineering of anode.
Journal of Industrial and Engineering Chemistry. doi:10.1016/j.jiec.2018.11.035  [21] Oke, I.A (2009) Influence Of Carbonization On Selected Engineering Properties Of Carbon Resin Electrodes For Electrochemical Treatment Of Wastewater.
Procedia Engineering 192 (2017) 713 – 718 [25] Jones, L.

Joe Patrick Gnanaraj4,d 1AssociateProfessor in civil engineering, M.I.E.T, Engineering College, Tiruchirapalli, Tamilnadu-620007, India 2,3Assistant Professor in civil engineering, M.I.E.T, Engineering College, Tiruchirapalli, Tamilnadu-620007, India 4Professor in Mechanical engineering, St Mother Theresa, Engineering College, Toothukudi Tamilnadu-628102, India aenvepandi@yahoo.co.in, bvivekenv90@gmail.com, ckalpanakavivpm@gmail.com, dmechhod@mtec.ac.in Keywords: Cashew nut shell ash, fine aggregate, strength, sorptivity.
International Journal of Science Engineering and Technology, Volume 3, Issue 6,189-194, (2015)
International Journals of Current Engineering and Technology, Volume 4.
International journal of Research in Engineering & Technology, Volume 2.
International Journal of Application or Innovation in Engineering Management, Volume 4, Issue 5,245-253, (2014).

Geopolymer concrete exhibit good engineering properties such as high compressive, tensile, flexural, impact strength [9-14].
Series: Materials Science and Engineering, 981(2020) 032074
Rangan, Modified Guidelines for Geopolymer Concrete Mix Design using Indian Standard, Asian Journal of Civil Engineering (Building and Housing), 13 (3) (2012), 353-364
Kumar, Behaviour of Fly Ash and Rice Husk Ash Based Geopolymer Concrete, Key Engineering Materials, 775 (2018), 596-602. (23) [27] 24.
Mohamed Usman and Senthil Pandian, Study on Fly Ash and Rice Husk Ash Based Geopolymer Concrete with Steel Fibre, Civil Engineering Systems and Sustainable Innovations ISBN: 978-93-83083-78-7 [28] 24.

A Study on the Analysis Method of Soil Layer Seismic Response in Seasonal Frozen Site Zhuoshi Chen1,2,a, Shangjiu Meng3,b, Yurun Li4,c and Longwei Chen1,2,d 1Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China 2Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, CEA, Harbin 150080, 3Harbin University Of Science And Technology, Heilongjiang, Harbin 150080, China 4College of Civil Engineering, Hebei University of Technology, Tianjin 300401,China avarious@163.com, biemmsj@163.com, ciemlyr7888@163.com, dchenlongwei83@126.com Keywords: seasonal frozen site; shear wave velocity; dynamic shear modulus; soil layer seismic response.
At present, the seismic engineering design bases on the calculation to the soil state at normal temperature was given out without considering the impact of permafrost though the engineering design basis.
The 14th World Conference on Earthquake Engineering， Beijing，China, 2008
Shen, The damage prediction method for multi-storey brick house on the permafrost sites, Earthquake Engineering and Engineering Vibration, 6 (1999) 88-97
Xu, The characters of the earthquake dynamic stress response of the roadbed on permafrost site, Earthquake Engineering and Engineering Vibration, 27 (2004) 69-75

Acknowledgements This study is based on work supported by the National Science and Engineering Research Council of Canada (NSERC) under the Discovery Grant Program.
Chandramouli, Hysteretic Behavior of Steel Columns. 1975, Earthquake Engineering Research Center, University of California
Walpole, The Seismic Response of Steel Frames. 1990, Department of Civil Engineering, University of Canterbury, New Zealand
Uang, Observations from Cyclic Tests on Deep, Wide-Flange Beam-Columns, AISC Engineering Journal, 2017. 54 (1) p. 45-61. 2017
[9] ASCE, Seismic Evaluation and Retrofit of Existing Buildings. 2014, American Society of Civil Engineers: Reston, VA

Diagnostic Method for Delamination Monitoring of CFRP Plate using Kriging Interpolation Method A.Iwasaki1, a, A.Todoroki2 , S.Izumi 3 and S.Sakai 3 1 Dept of Mechanical Engineering, Gunma-University, 1-5-1 Tenjin-cho, Kiryu, Gunma, Japan 2 Dept of Mechanical Sciences and engineering, Tokyo Institute of Technology, 2-12-1 Ookayama, Meguro-ku, Tokyo, Japan 3 Dept of Mechanical Engineering, University of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan a iwasaki@me.gunma-u.ac.jp Keywords: Structural Health Monitoring; CFRP; Electric Potential Method; Kriging Interpolation; Damage Identification.
Structural health monitoring is a noticeable technology for aged civil structures.
Shimamura: Transactions of the Japan Society of Mechanical Engineers Series A.

Application of High Pressure Jet Grouting Pile with Undrained Open Caisson Combined Construction Technology in the Protection of Yangtze River Levee Junyang Wei1,a, Baotian Wang1,b, Jinghua Zhang2,cand Bin Zhou3,d 1Mailbox 524, Hohai University; No.1, Xikang Road, Nanjing 210098, China 2College of Civil Science and Engineering, Yangzhou University; No.198, Huayang Road, Yangzhou 225127, China 3Shanghai SNERDI , No.2, Lane 888, Tianlin Road, Shanghai 200233, China aemail:865591801@qq.com, bemail:btwang@hhu.edu.cn, cemail:274697299@qq.com, demail:zhoubin@snpec.com.cn Keywords: Combined construction technology; High pressure jet grouting pile; Open Caisson; Adjacent to Yangtze River outside embankment; Excavation control; Engineering application value Abstract.
As a affiliated project in the main engineering, a circulating water pump house connection well need to build .
Engineering profile sketch (1) technological parameters.
References [1] GB50300-2001: Unified standard for constructional quality acceptance of building Engineering. (2001).
&Wang,H.P.(2007).Technique of Construction for Very Large Deep Water Open Caisson.J.China Harbour Engineering,Dec,(6):47-51

Earthquake Responses for Non-proportion Damping System Based on Clough-Penzien Three-step Non-stationary Seismic Random Model Dongmei Huang School of Civil Engineering and Architecture, Central South University, Changsha Hunan, 410075, China High-speed Railway Construction Technology National Engineering Laboratory, Central South University, Changsha Hunan, 410075, China ahdm76512@163.com Key words: non-proportion damping system; complex model method; non-stationary seismic random model; ground motion parameters; earthquake responses Abstract.
Journal of Engineering Mechanics Division.
Journal of Earthquake Engineering and Engineering Vibration, 1991, 11(3): 45-54.
Journal of Earthquake Engineering and Engineering Vibration, 1994, 14(2): 46-52.
Earthquake Engineering and Engineering Vibration, 1994, 14(4): 1-5.