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Tafuri,etc,BMP Technology in Urban Watersheds Current and Future Direction,American Society of Civil Engineer,Reston,Virginia,2006 [5] Mid-America Regional Council, Manual of Best Management Practices for Stormwater Quality, March 2008 [6] California Stormwater Quality Association, Stormwater Best Management Practice Handbook, 2003 [7] Larry Fennessey , Rob Cooper, Penn State Stormwater, Engineering Services, 2009 [8] Stuart Echols, Eiza Pennypacker, Art for Rain’s Sake designers maker rainwater a central part of two projects, Landscape Architecture, Landscape Architects96 (9): pp. 24-32

Test of Perforated and Reinforced Steel Skeleton Joints under Low-cycle Load Hai-yan Zhang 1,2,a, Jing Duan1,b , Min Yu1,c 1Department of Civil Engineering of South China University of Technology, Guangzhou 510640, P.R.
References [1] China electronics engineering design institute: Steel-concrete Composite Structures(04SG523).Beijing (2004)

Since generation, RPC has attracted more attention from both academic and engineering sides, and has been widely promoted and applied in construction of municipal works, highways, bridges, energy sources and military engineering, etc [1-4].
Civil Eng.

Dust Generation Within the Vicinity of Malmberget Mine, Sweden Qi Jia1, a, Nadhir Al_Ansari2, b and Sven Knutsson3, c 1, 2, 3 Dept. of Civil, Environmental and Natural Resources Engineering Lulea University of Technology, Lulea 97187, Sweden aqijia@ltu.se, bnadhir.alansari@ltu.se, csven.knutsson@ltu.se Keywords: Dust fallout, Mining, Air pollution, Surfer Abstract.
Prabha: Emission factor equation development for estimation of SPM and RPM for mining operations: A study for mineral mines in Karnataka, The Indian Mining & Engineering Journal, p. 28-32. (2008) [3] Q.

Roof Structural Program of Main Plant for GuanDi Hydropower Station Xiao Ping Wang1, a, Li Yu1,b and Bo Lu1,c 1School of Civil Engineering and Architecture, Wuhan University of Technology, China awgdxpw@126.com, byuli_0000@163.com, clubo11810944@163.com Keywords: GuanDi hydropower station, Structural program, Light gauge-steel, Comparison Abstract.
However, due to its thin structural wall, low bearing capacity, likely to overall instability in asymmetric load and construction defects, it is caused engineering accidents easily.

Mechanical Properties of Fiber Reinforced Lime-Based Mortars Evaluated from Four-Point Bending Test Michal Přinosil1,a *, Petr Kabele1,b 1 Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29, Praha 6, Czech Republic amichal.prinosil@fsv.cvut.cz, bpetr.kabele@fsv.cvut.cz Keywords: fiber reinforced mortar, lime mortar, multiple cracking, four-point bending test, digital image correlation method Abstract.
Leung, Steady-state and multiple cracking of short random fiber composites, ASCE Journal of Engineering Mechanics. 118 (1992) 2246-2264

In an actual engineering design, engineers usually have to select the greatest value in order to ensure that the water pressure and flow can meet the most adverse circumstances.
“Water-saving Design Standard for Civil Building” (GB50555-2010) was issued by the Ministry of Housing and Urban-Rural Development (MOHURD) in May 2010.

Pavement Performance of Hot in-place Recycling for Waste Asphalt Mixtures Yali Ye1,a, Chuanyi Zhuang1,b , Jia-bo HU2,c 1School of Civil Engineering, Shandong Jiaotong University, Jinan, China 2Shandong Transportation Research Institute, Jinan, China ayeyali303@126.com,b jcc1717@sina.com,c95308758@qq.com Keywords:Waste Asphalt Mixture; Hot in-place Recycling; Pavement Performance; Regenerant; Aggregate Gradation Design Abstract.With the early asphalt pavements have been into the stage of medium maintenance or overhaul, recycling is a very important way for waste asphalt mixtures.
High temperature stability test.The rutting test was used to test high temperature stability of recycled mixture, on the basis of standard test methods of bitumen and bituminous mixtures for highway engineering, specimens were molded according to the optimum asphalt content and dynamic stability of recycled asphalt mix was tested in order to verify its anti-rutting ability.

Damage Assessment of San Francesco Church in Amandola Hit by Central Italy 2016-2017 Seismic Event Ersilia Giordano1,a*, Angela Ferrante1,b, Elisa Ribilotta1,c, Francesco Clementi1,d and Stefano Lenci1,e 1Department of Civil and Building Engineering, and Architecture, Polytechnic University of Marche, via Brecce Bianche, 60131, Ancona, Italy ae.giordano@pm.univpm.it , ba.ferrante@pm.univpm.it , ce.ribilotta@pm.univpm.it, dfrancesco.clementi@univpm.it, elenci@univpm.it Keywords: Masonry Church, FE Modelling, 3D Smeared Crack Model, Nonlinear Static Analysis, Earthquake Loading.
[21] Catinari F., Pierdicca A., Clementi F., and Lenci S., “Identification and calibration of the structural model of historical masonry building damaged during the 2016 Italian earthquakes: The case study of Palazzo del Podestà in Montelupone,” in 13th International Conference of Computational Methods in Sciences and Engineering - ICCMSE 2017, 2017, pp. 1–4

According to the results of engineering and geological surveys, the construction site characterized by the fact that it was necessary to carry out refining at a depth of 6 m to 8 m with subsequent construction of an artificial ground base.
The punching resistance of prestressed concrete slabs / Proceedings, Institution of Civil Engineers – 1985, N79 – p. p 657-680