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Online since: May 2011
Authors: Li Gun Wu, Chun Ping Tang
China 2 College of Civil Engineering, Chongqing University, Chongqing 400045,P.
However, as the characteristics of phosphate repair material and its high cost, there are certain restrictions for its engineering applications.
Online since: September 2011
Authors: Zhen Wei Zhang, Hong Bo Zhang, Xue Ping Wang
Study on the Temperature Field of Jet Plug-in Hot Blast Furnace Xueping Wang1,a, Zhenwei Zhang2,b and Hongbo Zhang 2,c 1School of Mechanical Engineering, Shenyang University of Chemical Technology, China 2School of Mechanical Engineering and Automation, Northeastern University, China a973wxp@sohu.com, bzzw1658@126.com, czhongbo_traveler@163.com Keywords: Hot Blast Furnace.
Introduction Hot blast furnace, which involves light industry, chemical industry, metallurgy, civil construction and other departments, is used widely as auxiliary equipment in the drying industry.
Online since: May 2011
Authors: Xiang Dong Zhang, Yan Yue, Yun Liang
Experimental Study of Fly Ash Activator in the Application of Aeolian Soil ZHANG Xiang-Donga, LIANG Yun b, YUE Yan c Institute of Civil Engineering and Transportation ,Liaoning Technical University, Fuxin ,Liaoning, 123000,China azhxd2008@yahoo.com.cn, bliangyun3204@126.com, Key words: Unconfined compression strength, Exciting agent of fly ash, Uniform design, contrast test.
Study on the engineering mechanical properties of the improving loess with fly ash [J].
Online since: January 2026
Authors: Ke Gang Wang
Testing Theories and Simulations on Phase Coarsening by Experiments Kegang Wang1,a* 1Mechanical and Civil Engineering Department, Florida Institute of Technology, Melbourne, FL 32901, USA aKWANG@FIT.EDU Keywords: Phase coarsening, Phase-field method, Diffusion screening theory, Diffusion layer theory Abstract.
Wang, Influence of phase coarsening on fatigue crack growth in precipitate strengthened alloys, Engineering Fracture Mechanics, 205 (2019), 229-252
Online since: December 2013
Authors: Mang Wu, Wei Zhou, Xiao Qin Zhou, Zi Fu Li, Chun Ju Wang, Shao Ying Liu
New Concept Design of modified DEWATS system for wastewater treatment with both horizontal subsurface constructed wetland and aquatic plants pond system in military barracks Zhou Xiaoqin1a, Zhou Wei1b, Li Zifu1c*, Wang Chunju2d, Liu Shaoying2e and Wu Mang2f 1School of Civil and Environmental Engineering, University of Science and Technology Beijing, No. 30 Xueyuan Road,Haidian District,Beijing PR China 2 Beijing Design Institute of China Air Force,No.10 Pingle garden,Xidawang Road,Chaoyang District,Beijing PR China azhouxiaoqin025@163.com,bzhouweimyself@sina.com,*czifulee@aliyun.com,def31301674@qq.com Keywords: DEWATS, horizontal subsurface constructed wetland, aquatic plants pond, military barracks wastewater Abstract.
Engineering Characteristics.
Online since: December 2013
Authors: Hai Nan Zhao, Qiang Gao, Chang Zheng Sun, Xiao Ping Zhang
School of Civil Engineering,Shenyang Jianzhu University,Shenyang110168,China; aqianqian45220@126.com Keywords: Retarder; Grouting material; Ultra strength; Final setting time Abstract: To explore retarders on performance of ultra-early strength grouting material, Retarder, which are commonly used in the market after a preliminary screening, are further tested and analyzed for initial fluidity, setting time and mechanical strength properties of super early strength grouting material.
In practical engineering application process, the improper use of retarder, or the suited between admixture, result in abnormal condensation of grouting material.
Online since: April 2004
Authors: Tie Jun Wang, Z.S. Shao, L.F. Fan
Wang 1 School of Civil Engineering and Mechanics, State Key Laboratory for the Strength and Vibration of Mechanical Structures, Xi’an Jiaotong University, Xi’an 710049, China Keywords: Functionally graded material, FGM, Circular hollow cylinder, Finite length, Sine transform.
INTRODUCTION Functionally graded materials (FGM), as a new kind of nonhomogeneous materials have been widely used in engineering structures[1].
Online since: October 2013
Authors: Shun Bo Zhao, Jun Feng Li, Feng Jun Shi, Zhong Hua Du
Shear Resistance of Pre-cracking Reinforced Concrete T-beam Strengthening with CFRP Sheets Shunbo Zhaoa, Junfeng Lib, Fengjun Shic and Zhonghua Dud School of Civil Engineering and Communication, North China University of Water Conservancy and Hydroelectric Power, Zhengzhou, Henan Province 450011, P.
Introduction The reduction of shear resistance of reinforced concrete beams in engineering may be caused by many reasons.
Online since: September 2011
Authors: Li Ping Qiu, Hong Lan Li, Shou Bin Zhang
Study on Nitrite Accumulation in Biological Aerated Filter Treating Municipal Wastewater Shoubin Zhang1, a, Liping Qiu1,b* and Honglan Li1,c 1 Department of Municipal Engineering, School of Civil Engineering & Architecture, University of Jinan, NO.106 Jiwei Road., Jinan 250022, P.R.China a jdzhangshoubin@yahoo.cn, b* Corresponding author: cea_zhangsb@ujn.edu.cn, c cea_lihl@ujn.edu.cn Keywords: Biological Aerated Filter; nitrite accumulation; nitrous nitrification; municipal wastewater Abstract.
Online since: April 2011
Authors: Jia Chun Wang
Determination of the apparent activation energy of concrete by adiabatic test Wang Jiachun 1, a 1 Department of Civil Engineering, Xiamen university of technology, Xiamen, 361024, China ajchwang@xmut.edu.cn Keywords: Concrete, Apparent activation energy, early age, adiabatic test .
For engineering application, the ratio between the liberated heat of hydration Q (t) at time t and the total liberated heat at complete hydration Qmax is considered the most convenient index to express the hydration degree Where is liberated heat at time t, kJ kg-1 is total liberated heat of complete hydration, kJ kg-1 The heat liberated at time t can be determined from continuous measurements of the adiabatic temperature rise, measured during tests performed by adiabatic calorimeter is adiabatic temperature rise, ℃ is specific heat of concrete, kJ kg-1℃-1 The maximum amount of heat Qmax liberated at complete hydration can be directly determined from the clinker composition of the cement.
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