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Identification of Suspended Sediment Concentration in Stream Network YUSRON Saadi1,a *, AGUS Suroso2,b and IB GIRI Putra3,c 1,2,3Department of Civil Engineering University of Mataram, NTB-Indonesia ay.saadi@unram.ac.id, bAnf13gah@yahoo.com, cgiri.putra@yahoo.co.id Keywords: Suspended sediment concentration, stream network, stream order Abstract.
This is particularly important in river training and should be controlled both by engineering and non-engineering techniques.
American Society of Civil Engineers., Journal of Hydraulic Engineering, 114 (5), 1988, pp. 484-501
Irawan, Overview of erosion index and erosion hazard classification in River Tanggek Sub Basin, Proceeding of 4th National Conference of Civil Engineering, Bali, (2010), pp. 467-476
Garde, Suspended load transport of sediment mixtures, Journal of Hydraulic Engineering, 112, (11), 1986, pp. 1019-1035

Measurement Techniques of Reference Line for Anchor System of North Anchorage of a Bridge LI Xi-yuan1, a, GUO Zhi-he2,b 1School of Civil Engineering and Architecture, HuBei University of Technology, China 2School of Civil Engineering and Architecture, HuBei University of Technology, China alxy0679@163.com, b497386130@qq.com Keywords: Anchorage system.
Combining with the practice of bridge engineering, this paper introduces the precise positioning of anchorage system by two-point reference line lofting principle.

Study on composite soil nailing wall in Soft Soil Area of complex condition with emphasis on analysis by finite element analysis Bing Wang School of Civil Engineering and Architecture, University of Jinan , 250001, China cea_wangb@ujn.edu.cn Keywords: soft soil , soil nailing wall, composite soil nailing wall, finite element analysis Abstract.
Which is valuable for reference to similar structure engineering of foundation pit.
The complex condition,deformation and stability of temporary retaining and protecting structure are crucial problems in construction engineering.
(5)From Figs.,4,5and 6 ,the Y-vertical displacement field of the pit, shows the bottom is uplifting, consistent with engineering practice
Acknowledgements The author would like to thank his colleague, Junyan Liu, from School of Civil Engineering and Architecture, University of Jinan,China.

Study on Durability of Engineered Cementitious Composites Huiqing Xue1,a, Zongcai Deng2,b 1, 2The Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, China axuehuiqing2006@emails.bjut.edu.cn, bdengzc@bjut.edu.cn Keywords: ECC; strain hardening; uniaxial tension test; durability; freezing level Abstract: Engineered cementitious composites (ECC) has good ductility, with its unique strain hardening and multiple cracking characteristics.
Engineered cementitious composites (ECC) can slow or even prevent the infrastructure from constrained shrinkage cracking, fatigue crack growing, corrosive substances that can quickly penetrate through the cover to reach the surface of steel, causing corrosion of steel and spalling of the cover.
[2] Shilang Xu and Hedong Li, in: CIINA CIVIL ENGINEERING JOURNAL, 2008,41(6):45-60.
[6] Victor C Li and Christopher K Y Leung, in: ASCE Journal of Engineering Mechanics, 1992.118(11):2246-2264
(in Chinese) [8] Shilang Xu, Xinhua Cai and Hedong Li, in: CIINA CIVIL ENGINEERING JOURNAL, 2009,42 (9):42-46.

Full-scale Model Test for Anchorage Zone of Pylon of Cable-stayed Bridge Xiaolin Yu a, Buyu Jia b, Weifeng Wang c and Quansheng Yan d School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China axlyu1@scut.edu.cn, bjbyretop@126.com (corresponding author), cctwfwang@ scut.edu.cn dcvqshyan@ scut.edu.cn Keywords: cable-stayed bridge; full-scale model test; anchorage zone of pylon; numerical simulation.
Parts of the achievements have been applied to actual bridge work and obtained successful engineering experience.
Liu, China Civil Engineering Journal, 6 (2004) 35-40.

The forecasting process for unit price of trading contract overall Taipei engages the government and civil society to assess overall real estate market of urban area.
It facilitates, moreover, government and civil to engage urban area in the assessment of overall real estate market.
It can forecast the unit price of trading contract for whole Taipei in order to help government and civil to engage in the assessment of real estate market.
It can carry out to forecast the unit price of trading contract for whole Taipei City in order to help government and civil to engage in the assessment of the real estate market in urban area.
References [1] L.W Cheng, Constructing the Real Estate Appraisal Model with Case-Based Reasoning - An Example of Real Estates in Daan District, National Yunlin University of Science and Technology, Department of Construction Engineering master's doctoral dissertation, 2006, 1-104

Research on performance of Basalt fiber-enhanced SMA Gang Xu1, a, Lihua Zhao1,2,b Jing Zhao1,c 1 College of Civil Engineering and Safety, Dalian Jiaotong University,Dalian,Liaoning,116028, China 2 Dalian University of Technology, School of Civil Engineering Water Resources, Dalian,Liaoning, 116024，China axugang86220@163.com;bzhaolihua1015@126.com, czjing@souhu.com Keywords: Road engineering; SMA; Minerals fiber; Homogeneity Abstract.
Science Technology and Engineering [J].2007(21):5618-5622.
[6] JTG052-2000.Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering(M).
Research on the index of homogeneity of asphalt mixture based on the digital image processing technology[D].Shanghai: Tongji University Transportation Engineering Institute, 2005.

The Australian Approach to Residential Footing Design on Expansive Soils Jie Lia and Annan Zhoub School of Civil, Environmental and Chemical Engineering, RMIT University, Melbourne, Australia ajie.li@rmit.edu.au (corresponding author), bannan.zhou@rmit.edu.au Keywords: expansive soils, site classification, residential footing design, case study.
Expansive soils in semi-arid regions are of great concern to design and geotechnical engineers.
Designers should be cautioned to apply their engineering judgment in conjunction with the two-dimensional approach, for other shapes.
Cameron, Tests for Reactivity and Prediction of Ground Movement, Civil Engineering Transaction, Vol. 31 3 (1989) 121-132
Holtz, Expansive soils - the hidden disaster, Civil Engineering, ASCE, Vol. 43 8 (1973) 49-51.

Under normal design, construction proportion of cases occurring high mast damage is rare in civil construction.
Funded projects "Research on the working mechanism of the mast structure" (Xinjiang young teachers in university research program starts Fund) Item Number XJEDU2005S10 Ma Gui Zhen ,female,born in1972,Xinjiang Construction Vocational and Technical Institute of Architectural Engineering, associate professor, engaged in civil engineering work of teaching, E-mail: 410156830@qq.com Tel: 13109926133 References [1] Zhaoming Wang, Peil U:Tower mast structure.

Introduction to Investigation and Appraisal for Building Safety Project of Primary and Secondary School in Yunnan Province Wen Pan1, a, Yu Bai 1, b and Zhong Tao 1, c 1Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming, 650051, P.
It should be noted that, "A, B, C, D" is actually based on the Standard for Appraiser of Reliability of Civil Buildings[1] or Standard of Dangerous Building Appraisal[2], but the results from Standard for Seismic Appraisal of Buildings[3] are expressed in different ways.
The corresponding inspection and design qualification and abidance by Technical Standard for Inspection of Building Structure[6], Standard for Seismic Appraisal of Buildings[3], Standard for Appraiser of Reliability of Civil Buildings[1] are required in step of school building safety appraisal.
For seismic precautionary zones, the building was classified as safe by Standard for Appraiser of Reliability of Civil Buildings or Standard of Dangerous Building Appraisal, which took no account of seismic consideration, did not necessarily meet the requirement of seismic resistance.
The contents of investigation reports obtained in this investigation are basically complete, including necessary signature and seal, such as seal of registered engineer or relational qualification.