Search results

Experimental Study on Mechanical Behaviors of Lime-Stabilized Soils with Small Lime Content Zhongyu Liu a, Yonggang Xue b and Xijun Wang c 1 School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China azhyliu@zzu.edu.cn, b4x5y6g@163.com, cWangxijunzzu@163.com Keywords: subgrade, lime-stabilized soil, lime content, degree of compaction, unconfined compression strength, splitting strength, compression modulus of resilience, curing time.
Introduction The technique of lime-soil stabilization is usually applied to improve the bearing capacity of subsoil and reduce the settlement of foundation and pavement engineering, where the lime content is always greater, i.e., 2:8 or 3:7 volume ratio, or more than 8% mass ratio between lime and soil.
Geotechnical engineers have been in research on the reinforcement mechanism, mechanical properties and engineering application of this kind of lime-stabilized soil with the great lime content[1-4].
Ma: Journal of Hebei Institute of Architecture and Civil Engineering, Vol. 25(3)(2007), p.1 (in Chinese) [3] Y.K Liu: Research on the influence factors in strength and the constitutive relationship of the lime-loess (Master's thesis submitted to Xi’an University of Architecture and Technology, Xi’an 2004) (in Chinese) [4] H.
Xu: Henan Science, Vol. 29(4) (2011), p.450 (in Chinese) [7] Research Institute of Highway Ministry of Transport: JTG E40-2007 Test Methods of Soils for Highway Engineering (China Communications Press, Beijing 2007) (in Chinese) [8] Research Institute of Highway Ministry of Transport: JTG E51-2009 Test Methods of Meterials Stabilized with Inorganic Binders for Highway Engineering (China Communications Press, Beijing 2009) (in Chinese)

Effect of contraction ratio on hydraulic characteristics and local scour of Allotypic hybridtype flip bucket Ting Zhang1,2, a, Qinglong Huang1,b and Zhiwei Wang1,c 1College of Civil Engineering,Fuzhou University,Fuzhou,China 2 College of Civil Engineering,Fuzhou University,Fuzhou,China a zhangting0918@126.com, b huangqingl28@sina.com, c wangzhiwei_2007@126.com Keywords: Hybridtype flip bucket, Model test, Jet characteristics, Contraction ratio Abstract.
As applied in engineering, the joint energy dissipation could perform the advantage of each type of bucket.
Journal of Hydroelectric Engineering, 2007, (3): 93-98. ( in Chinese) [4] LI Naiwen, XU Weilin, ZHOU Maolin, TIAN Zhong.
Journal of Hydraulic Engineering, 2008, (8): 927-933. ( in Chinese) [5] LUO Bingzhu, LI Buli, LI Yejian.
Water Resources and water engineering, 2000, (3): 46-49. ( in Chinese)

Shape Memory Alloy Engineering: For Aerospace, Structural, and Biomedical Applications.
Key Engineering Materials, 911, 96–102
Journal of Materials Engineering and Performance, 23(10), 3620–3629
In Engineering and Technology Journal (Vol. 35, Issue 6)
Corrosion Behavior of Cu–Al–Ni–xCo Shape Memory Alloys Coupled with Low-Carbon Steel for Civil Engineering Applications.

Sudhakar3,c 1Centre for Rural Development & Technology, IITD, India 2Department of Civil Engineering, IITD, India 3Haritha Ecological Institute, Andhra Pradesh, India achaarukorde27@gmail.com, bashokg@civil.iitd.ac.in, csudhakar.puttagunta@gmail.com Keywords: bamboo concrete composite column, laterally restrained, pure axial loading Abstract.
Thus, bamboo being a holistic material, offers a unique challenge to be explored as a modern green structural engineering material.
It is towards these efforts that an investigations program on developing bamboo as a green engineering material for rural housing and agricultural infrastructure is initiated.
L. (2003), “Column buckling of structural bamboo”, Engineering Structures, Volume 25, 755 – 768
[6] Sudhakar, P., (2006), "Engineering evaluation of Bamboo Bow Beams as Load Bearing Structures", Project Completion Report NMBA, TIFAC, DST, Govt. of India

Therefore, the goal programming method in solving engineering problems has a wide range of applications.
ACKNOWLEDGEMENT Thank strongly for the support of civil engineering laboratory involving Heilongjiang University of Science and Technology.
[2] Dajun Ding, Yongsheng Jiang, Introduction to Civil Engineering[M].
[3]Xin Cai, Optimal design of engineering structures[M].
Northwest Water Resources and Water Engineering, 2001, 12(1): 49-52

(In Chinese) [2] J C Xu，H L Xue，J Deng, H Wen and Zhang X H: Journal of coal science & Engineering (China), Vol. 7 (2001), p. 88-96
(In Chinese) [12] Q L He, K B Ren and D M Wang: Coal Engineering, (2003),p. 45-48.
(In Chinese) [13] S G Jiang, W Q Zhang, L Y Wang, Z Y Wu, Y Q Chen, W W Liang and Q Hao: Journal of Mining & Safety Engineering, Vol. 26 (2009), p. 377-380.
(In Chinese) [14] S L Ding: Journal of Hebei Mining and Civil Engineering Institute, (1993), p.25-31.
(In Chinese) [16] Z L Wang and Q Y Wang: Journal of Hebei Mining and Civil Engineering Institute, (1992), p. 48-50.

Topological Optimization of Frame of High Speed Hydraulic Press Based on Generalized Finite element Modules Zhidong Duan1,2,a, jianjun Wu1,b 1School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou, China 2College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, China aduan_zhidong@163.com , bwujjun@lzu.edu.cn Keywords: hydraulic press, topological optimization, combined frame, finite element analysis, generalized modular design.
Engineering design-a systematic approach[M].
Product modularization for life cycle engineering[J].
China Mechanical Engineering(in Chinese), 2005,16(6): 479-482
Chinese Journal of Mechanical Engineering(in Chinese). 2007, 43(6): 48-54

The Application of Ecotect in Architectural Design Zhiyao Liang a, Jun Yan b, Sumin Lic, Hao Guod School of Civil Engineering and Architecture ,Changsha University of Science & Technology, Changsha, China alzy785854@126.com, b121450622@qq.com, c85348902@qq.com ,dneo_njc@hotmail.com, Key words: Ecotect, Shading Facilities, Solar Radiation, Lighting Analysis, Architectural Design Abstract.
According to the Thermal Design Code for Civil Buildings（GB50176-93）, Beihai City is in hot summer and cold winter area.

Analysis on dynamic failure behaviors of steel double-layer grids supported by circumjacent steel columns used in a gymnasium  with the function of earthquake victims shelter under disaster earthquake Xi Zhao 1, a, Hai Wang Li 1, b*, Jing Liu 1, c and Yu Ma 1,d 1 Department of Civil Engineering, Taiyuan University of Technology79, Yingzexi Street, Taiyuan, 030024, China azhaoxi4939@126.com, blhwtut@126.com (corresponding author), ccimeng2005@163.com, dyuxiangline@163.com, Key words: Strong earthquake action, Steel double-layer grids, Elasto-plastic dynamic response, Plastic hinge, Seismic performance Abstract: In this paper, the elasto-plastic dynamic analysis on dynamic failure behaviors of steel double-layer grids supported by circumjacent steel columns used in a gymnasium with the function of earthquake victims shelter under disaster earthquake is carried out under EL-centro wave with SAP2000, and the appraisal results on their anti-failure performances are presented under
[2] Civil King Software Technology Co., Ltd.

Green Bricks From Waste Alaa.A.Shakir1, Sivakumar Naganathan1*, Kamal Nasharuddin Bin Mustapha1 1 Department of Civil Engineering, Universiti of Tenaga Nasional, Jalan IKRAM-UNITEN, 43000, Kajang, Selangor, Malaysia.
[4] Geiza E.Oliveira, Jose Nilson Holand , Use of mix of clay/solid waste from steel works for civil construction materials, Waste Management ,22(2004) 358-363