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Online since: December 2012
Authors: Xi Zhou Huang, Ting Zhan
This is the first paper to use CARD_1 software applications to landscape planning and design scheme of visual simulation, this way can directly call the base data in CAD, and it is convenience for engineering and technical personnel to analyze and use.
In this article, the spiral model on the software engineering is applied to the highway landscape planning and design, and puts forward the highway landscape planning and design theory frame, apply three-dimensional simulation technology integrated, constructing environmental impact assessment system based on the matter-element model, finally completed highway landscape planning and design system and successfully applied to the highways and highway engineering practice, which has more practical meaning than previous studies from purely aesthetic aspects of the highway landscape[4,5].
The new planning scheme is generated by each spiral round is similar to software engineering in a "incremental" version.
Technology design is the design of landscape planning and implementation of specific needs, requires close coordination with the civil design and put forward the specific requirements of structure and specific project type, size, proportion, color and other aspects.
“Matter element extension evaluating model based on synthesis weights and approach degree and its application.” 2nd International Conference on Bioinformatics and Biomedical Engineering, iCBBE 2008, 2008, pp.3661-3665.
Online since: September 2014
Authors: Zhen Wei Mu, Sheng Chang, Lian Bin Wan
Friction Head Loss Calculation for the FRP Pipes of Inverted Siphon Project Sheng Chang1, a, Zhenwei Mu1,b and Lianbin Wan2,c 1College of Water Conservancy and Civil Engineering, Xinjiang Agricultural University, Urumqi, Xinjiang 830052, China 2Xinjiang Irtysh River Basin Development Project Construction and Management Bureau, Urumqi Xinjiang 830000,China axjchangs@163.com, bxjmzw@163.com(corresponding author), cwlbyy315@126.com.
(In Chinese) [2] Xueyuan Wang, Shenyong Huang,Zhongzhi Fu.Water & Wastewater Engineering.
(In Chinese) [4] Yongcheng Chen, Yuzhu Du,Anfeng Geng.Water & Wastewater Engineering.
(In Chinese) [6] Kailin Yang,Yongxin Guo,Hui Fu,Xinlei Guo.Journal of Hydraulic Engineering.
(In Chinese) [7] Xiaoyuan Zhang,Changcheng Li.Engineering Journal of Wuhan University.
Online since: February 2012
Authors: Yong Quan Li, Jun Fu Chen, Yun Zhong Tu, Xiao Lei Zheng
Those results gained by numerical method may provide reference to engineering practice.
The method adopted and those results gained by numerical method may provide reference to engineering practice.
Chinese Journal of Geotechnical Engineering, 1990, 12(5): 58-64, in Chinese
Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(10): 1014-1023, in Chinese
Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(10): 907-916.
Online since: May 2011
Authors: Hong Bo Zhang, Xiu Guang Song, Hong Hong Wang, Zheng Ma
Field Test on the New Method of Vacuum Dewatering with Lower-Energy Dynamic Consolidation for Silty Soil Ground Hongbo Zhanga, Xiuguang Song b, Honghong Wangc and Zheng Mad School of Civil Engineering, Shandong University, Jinan 250061, China azhanghongbo@sdu.edu.cn, bsongxiuguang@sdu.edu.cn, cwhh831026@126.com,dmazheng@mail.sdu.edu.cn Key words: Silty Foundation; Vacuum Dewatering With Lower Energy Dynamic Consolidation; Combined Consolidation; Field Test; Application Effectiveness.
The dynamic consolidation method has been used widely in various engineering domain.
According to engineering practice, the vacuum dewatering with lower energy dynamic consolidation method was proposed in this paper.
Experimental procedures Engineering geological condition.
[3] Xiuguang Song, Xiaoping Zhang, Journal of Shandong University (Engineering Science) Vol. 34(2004) , p. 55-58.
Online since: July 2011
Authors: Shi Ruo Yang
Vibration Analysis of the Continuous Truss Girder Bridge by the Finite Truss Elements Shi-Ruo Yang College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, ChangSha, 410004, P.R.
email yangshiruo@163.com Key words: bridge engineering; continuous truss girder bridge; train; response.
Online since: December 2012
Authors: Jun Zhao, Zhi Gang Bai
SPH METHOD APPLICATIONS FOR COASTAL WAVE BREAKING AND WAVE-STRUCTURE INTERACTION Zhigang Bai1, a, Jun Zhao 1, b 1School of Civil Engineering, Tianjin University, Tianjin, 300072, China azhigangbai@tju.edu.cn, bzhaojunqtwl@126.com, Keywords: SPH, Wave Breaking, Wave-Structure Interaction, Breakwater.
R.: Ocean Engineering, Vol.130 (2004), p.63-69
Shao: Coastal Engineering, Vol.55 (2008), p.236-250 [4] Gotoh, H., Shao S., and Memita, T.: Coastal Engineering Journal, Vol.46 (2004), p.39-63 [5] S.
Rajendran: Ocean Engineering, Vol.29 (2002), p.151–179 [6] S.
Rajendran: Ocean Engineering, Vol.29 (2002), p.561–589 [7] Weoncheol Koo: Ocean Engineering, Vol.36 (2009), p.723–731
Online since: July 2011
Authors: Federico M. Mazzolani, Gianfranco De Matteis, Giuseppe Brando
Mazzolani2,c 1 Department of Engineering (DIN), Faculty of Architecture.
This is an almost pure aluminium whose employment is innovative in the civil engineering field and that, for this reason, needs to be carefully investigated in relation to its performance.
Conclusions The use of innovative material for the production of special anti-seismic devices represents an important issue in structural engineering.
In Prooceedings of SEMC 2007 “Third International Conference on Structural Engineering, Mechanics and Computation”.
“Pure Aluminium: an Innovative Material for Structural Applications in Seismic Engineering”.
Online since: July 2014
Authors: Yong Ming Sun, Xiao Dong He, Wen Dong Li
Influential Parameter Study on the Main-Cable State of Self-Anchored Suspension Bridge Sun Yongminga, He Xiaodongb, Li Wendongc aSchool of Transportation Science and Engineering, Harbin Institute of Technology, China, 150090 bHeilongjiang Provinivcal Highway Engineering Consulting Corporation, China, 150090 cHarbin Urban and Rural Construction Bureau, China, 150090 asunym@hit.edu.cn, bhxdzhj@163.com, cxisanhuanqiao@163.com Keywords: Bridge engineering; self-arched suspension bridge; unstressed state of main cable; completed state of main cable; parameter analysis Abstract: This paper made a thorough influencing parameter analysis on the unstressed state and completed state of main cable of self-anchored suspension bridge.
China Civil Engineering Journal, 1996, 29(2):3 -9
China Civil Engineering Journal, 1999, 32(6): 20-25
Engineering Mechanics, 2008, 25(7): 66-73
Engineering Mechanics, 2006, 23(8): 62-68.
Online since: June 2014
Authors: Cong Jiang, Rui Xi Zhang
Research of unloading technology of defect method in dynamic pressure roadway Ruixi Zhang1,a, Cong Jiang2,b 1Kailuan Group, Tangshan, Hebei, 063001, China 2 School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China adefense233@163.com, bjcwindlike@gmail.com Keywords: Deep mining; Defect method; Dynamic pressure roadway; Numerical simulation Abstract.
Engineering background Working face 3137 is located in coal seam 12 of cross-hole 1 west of level 13 of Zhaogezhuang mine.
Study on the mechanism Engineering rock mass faced in underground mining engineering not only has the characteristics of discontinuity, heterogeneity and anisotropy, but also has defects such as faults, hollow, surface of fracture.
Journal of Rock Mechanics and Engineering, 2007,26(5):965-971  [3] Zhao Yixin, Jiang Yaodong, Zhu Jie et al.
Journal of Rock Mechanics and Engineering, 2008, 27(1):339-346  [4] Yixin Zhao, Yaodong Jiang.
Online since: November 2012
Authors: Yi Min Xie, Shi Wei Zhou, Dong Ruan, Jian Hu Shen, Xiao Dong Huang
Luffa Sponge as a Sustainable Engineering Material Jianhu Shen1, a, Yi Min Xie1,b, Xiaodong Huang1,c, Shiwei Zhou1,d and Dong Ruan2,e 1Centre for Innovative Structures and Materials, School of Civil, Environmental and Chemical Engineering, RMIT University, GPO Box 2476, Melbourne 3001, Australia 2Faculty of Engineering and Industrial Sciences, Swinburne University of Technology, John Street, Hawthorn, Victoria 3122, Australia ajianhu.shen@rmit.edu.au, bmike.xie@rmit.edu.au (corresponding author), chuang.xiaodong@rmit.edu.au, dshiwei.zhou@rmit, edruan@groupwise.swin.edu.au Keywords: Luffa sponge; mechanical properties; energy absorption; sustainability.
Abstract The paper presents the first scientific study of the stiffness, strength and energy absorption characteristics of the luffa sponge with a view to using it as an alternative sustainable engineering material for various practical applications.
A comparative study shows that the luffa sponge material outperforms a variety of traditional engineering materials.
The results from the present study have clearly demonstrated that the luffa sponge has great potential to be used as an environmentally-friendly engineering material in various practical applications.