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Research on traffic volume of urban river-crossing channel Wang Wei College of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan, China Wangweiye_china@yahoo.com.cn Key words: urban river-crossing channel; traffic volume; traffic allocation Abstract.
Furthermore, the correct analysis of the traffic volume of urban river-crossing channel is the premise of deciding reasonably technical level, engineering facilities scale and economic evaluation of the river-crossing channel.
During recent years, the traffic volume of civil vehicles in Wan Zhou District has a sustained growth, from 7,725 vehicles in 1997 increase to 37,957 vehicles in 2008.
This method has been applied in the river-crossing channel of Chong Qing Wan Zhou District Fu Ma Yangtze River Bridge engineering practice and responds well and it possess a abundant of theory and application values.

The Analysis and Application Progress of Construction Formwork Baomin Wanga, Kai Songb Faculty of Infrastructure Engineering, Dalian University of Technology, China awangbm@dlut.edu.cn, bhmabcd@126.com Keywords: Construction formwork, Building technology, New building material.
The Federal Technology Center in Lausanne, Switzerland and Paris Central Laboratory of Civil Engineering has conducted concrete placement testing and component strength testing of DP construction formwork, and the results show that: ① To ensure the appropriate density of concrete, plug-in vibrators can be used.
It has raised the pressure resistance, shearing resistance and ductility of walls; reduced the shrinkage and deformation caused by the drying of concrete; greatly reducing construction time, lowered labor intensity; it has made self-compaction without vibration and pounding possible, reduced noise pollution; it has brought the properties of load bearing, thermal insulation and waterproofing functions etc. as one in formwork external walls, avoiding the occurrence of cold bridges, frost and mildew; it can be prefabricated into various shapes, is suitable for various construction structures, can extensively be used in industrial, civil construction and foundation engineering etc.; extensively used in industrial waste and construction debris, it has the benefit of environmental protection and the reduction of construction costs.

V:High Strength Concrete: A Review Research Report No. 1/93, School of Civil Engineering, Curtin University of Technology, Perth, Australia, (1993) ,p .132 [3] Paulay, T., and Priestley, M.
:Studies on Reinforced Concrete Structural Walls, Research Report No. 2/96, School of Civil Engineering, Curtin University of Technology, Perth, Australia (1996), p.102 [5] Rangan, B.
In:Proceedings of the 6th World Conference on Earthquake Engineering, New Delhi, vol.5 (1977). p. 159–65.

Cui1,a 1Shenzhen Durability Center for Civil Engineering, College of Civil Engineering, Shenzhen University, P.
According to study results, it can be known that the prediction model met a balance of both convenience of engineering application and accuracy.

Allen3,d 1 BRE Centre for Innovative Construction Material - Department of Architecture and Civil Engineering, University of Bath, Bath, BA2 7AY, United Kingdom 2 Materials Research Centre - Department of Mechanical Engineering, University of Bath, Bath, BA2 7AY, United Kingdom 3 Interface Analysis Centre – Faculty of Science of University of Bristol - Oldbury House 121 St Michael's Hill, Bristol, BS2 8BS, United Kingdom a r.j.ball@bath.ac.uk, b g.l.a.pesce@bath.ac.uk, c c.r.bowen@bath.ac.uk, d g.c.allen@bristol.ac.uk Keywords: Impedance spectroscopy, lime, hydration, hydraulic compounds, metakaolin Abstract.
Proceedings of Institution of Civil Engineers, Construction Materials. 160 2 (2007) 57-63

Runway Pavement Reconstruction with Full Material Recycling: The Case of the Airport of Treviso BOCCI Maurizio1, a, MANGANARO Andrea2,b, STRAMAZZO Virginio3,c and GRILLI Andrea4,d 1Università Politecnica delle Marche, Dipartimento di Ingegneria Civile, Edile e Architettura, via Brecce Bianche, Ancona, Italy 2SAVE Engineering SpA, Gruppo SAVE, Viale G.
Introduction The airport of Treviso “Antonio Canova” (ICAO code: LIPH, IATA code: TSF) is classified as civil airport for national and international traffic.
Moreover, special thanks go to Davide Drago for his role of surveillance officer on behalf of Italian Authority for Civil Aviation (ENAC).
Lioi, Recycling Techniques and Environmental Issues relating to the Widening of an High Traffic Volume Italian Motorway, International Journal of Pavement Research and Technology, Chinese Society of Pavement Engineering, Vol. 4, (2010), 171-177
Ferrotti, Full Depth Reclamation for the Rehabilitation of Local Roads: a Case Study, International Journal of Pavement Engineering, (2012), 1–11

Utilization of Mosaic Sludge Waste into Fired Clay Brick: Properties and Leachability Aeslina Binti Abdul Kadir 1, a, Ahmad Shayuti Bin Abdul Rahim 1, b, Hidra Hasbee Bin Jamil 1, c 1 Faculty of Civil and Environment Engineering (FKAAS), Universiti Tun Hussein Onn Malaysia (UTHM) aaeslina@uthm.edu.my (Corresponding Author), bmad_sha89@yahoo.com.my, chasbee.hidra@yahoo.com Keywords: Mosaic sludge, Bricks, Compressive strength, Shrinkage, Density, Initial rate of suction, Leachability, Heavy metals.
From all the results obtained, all the tested bricks are complied with the standard BS 3921:1985 between 7N/mm2 to 100N/mm2 but not satisfied to be classified as engineering brick.
Civil.
Mohajerani: Bricks: An Excellent Building Material for Recycling Wastes, Proceedings of the Lasted International Conference Environmental Management and Engineering (EME 2011), Canada (2011)

Destructive In Situ Tests on Masonry Arches Strengthened with FRCM Composite Materials Andrea Incerti1, a, Mattia Santandrea2, b *, Christian Carloni2, c and Claudio Mazzotti2, d 1CIRI Buildings and Construction, University of Bologna, Via del Lazzaretto 15/5, 40131 Bologna, Italy 2Department of Civil, Chemical, Environmental, and Material Engineering, University of Bologna, Viale Risorgimento 2, 40136 Bologna, Italy aandrea.incerti3@unibo.it, bmattia.santandrea3@unibo.it, cchristian.carloni@unibo.it, dclaudio.mazzotti@unibo.it * corresponding author Keywords: masonry arches, FRCM, bond, collapse mechanism.
Acknowledgements The financial support of Kerakoll Spa, Sassuolo (MO) Italy, and of the Italian Department of Civil Protection (ReLUIS 2017 Grant –Innovative Materials) are gratefully acknowledged.
Murgo, Numerical and experimental study of GFRP-masonry interface behavior: Bond evolution and role of the mortar layers, Composites Part B: Engineering, 75 (2015), 212-225
Focacci, Experimental analysis on bond between PBO-FRCM strengthening materials and concrete, Composites Part B: Engineering 44.1 (2013): 524-532

., Qingdao, Shangdong,266032,China 3School of Civil Engineering, Dalian University of Technology, Dalian,Liaoning,116024, China 4Qinghai Litong Engineering Consulting Co., Ltd., Xi’ning,Qinghai,810001, China agbl-jn@163.com, bchangheyu@126.com, chan_yu2010@126.com,dzjp19810902@163.com Keywords: Infant Age, Minus Temperature, Cover Concrete, Uniformity.
Curing∕Environment Effect on Pore Structure of Blended Cement Concrete.Journal of Materials in Civil Engineering. 2001,13(5)：380-388 [15] Mongkhon Narmluk, Toyoharu Nawa.

It was carried out on full-scale specimens of ancient timber beams with circular cross sections and new timber beams with rectangular cross sections, at the DIST (Dept. of Structural Engineering) of the University of Naples "Federico II" (Prof.
Mazzolani coordinator) and at the DECIVIL (Dept. of Civil Engineering and Architecture) of the Superior Technical Institute in Lisbon (Prof.
"Combined non-destructive and destructive tests for the mechanical characterization of old structural timber elements," in Proc. of the 3rd International Conference on Advances in Experimental Structural Engineering (3 AESE), San Francisco, United States, 15-16 Ottobre 2009, Peer Editor
Civil Eng. and Management.