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Real-time Optimization of Transportation System for Earth-Rock Filled Dam Construction with GPS-based Monitoring System LIU Donghaia, JIAO Kaib and SUN Jingc School of Civil Engineering, Tianjin University, Tianjin, China aliudh@tju.edu.cn, brankfirst@126.com, cSjjy_0506@163.com Keywords.
Sensors and Expert Systems in Production Optimization of Earthmoving Scrapers[C] // Proceedings of Sixth Conference on Computing in Civil Engineering.
Engineering Journal of Wuhan University, 2000, 33(5): 16-18(in Chinese)
Journal of Construction Engineering and Management, 2004, 130(2): 216–224
Journal of Construction Engineering and Management, 2000, 126(3): 201-209

Experimental Study on Seismic Behaviors of Structural Insulated Panel Shear Walls under Cyclic Loading Huifeng Yang1, a, Weiqing Liu1, b, Weidong Lu1, c and Shuai Yan1, d 1 Institute of Engineered Wood Structure/ College of Civil Engineering, Nanjing University of Technology, Nanjing, Jiangsu, 211816, China ayhfbloon@163.com, bwqliu@njut.edu.cn, cconcrete@163.com, dleo8338@163.com Keywords: Structural Insulated Panel, Shear Wall, Experimental Study, Seismic Behaviors, Cyclic Loading, Hysteretic Characteristics.
APA - The Engineered Wood Association conducted a series of tests on SIPs, in which including shear, axial, transverse, and lintel testing [2].
The cyclic loading tests were conducted in Jiangsu Key Laboratory of Civil Engineering and Disaster Prevent and Mitigation of Nanjing University of Technology.
Dolan: Timber Frame and Structural Insulated Panel Building Design Concepts, Proceedings of the 8th World Conference on Timber Engineering, Finland, (2004), pp. 1-4
Zhang: Study on the Structural Properties and Design Methods of Structural Insulated Panels With the Fast-growing Poplar Wood Facing, Thesis submitted in partial fulfillment of the Master of Engineering Degree at Nanjing University of Technology, Nanjing, Jiangsu, 2009.

Atmosphere Aggressivity State Mapping in Slovak Republic for Corrosion of Construction Materials Ján Kozák1,a *, Martina Ivašková1,b and Peter Koteš2,c 1 Research Centre of the University of Žilina, Univerzitná 1, 010 26 Žilina, Slovak Republic 2 University of Žilina, Civil Engineering Faculty, Univerzitná 1, 010 26 Žilina, Slovak Republic ajan.kozak@rc.uniza.sk, bmartina.ivaskova@rc.uniza.sk, cpeter.kotes@fstav.uniza.sk Keywords: map of corrosion, multi-pollution of atmosphere, concrete, corrosion, materials, copper, carbon steel, zinc.
Almost all materials used for constructions or in engineering industry are subjected to corrosion.
For example, the corrosion of structural steel is a major problem facing civil engineers engaged in the maintenance of aging infrastructure.
Fontana, Materials science and engineering, McGraw-Hill, Inc., New York, 1986
Lysebettens, Prediction of Atmospheric Corrosion of Carbon Steel Using Artificial Neural Network Model in Local Geographical Regions, Corrosion: The Journal of Science and Engineering.

A Settlement Compensation Method for Design of Settlement Controlled Piled Raft Foundations under Vertical Loadings Chenghua Wang1, a, Junnan Cao1,b and Liangliang Zhao1,c 1School of Civil Engineering, Tianjin University, Tianjin 300072, China aChwang@tju.edu.cn, bTmcaojunnan@163.com, cTjusm2009@163.com Keywords: settlement control; piled raft foundation; bearing capacity; finite element Abstract.
This indicates that the SCM has a good reliability and accuracy, and has a significant guidance in design of settlement controlled piled raft in engineering practice.
Gong: Theory and Engineering Application of Composite Foundation, Beijing: China Building Industry Press, 2002 (in Chinese)
Yang: Practical Pile Foundation Engineering, Beijing: China Communication Press, 2004 (in Chinese)
Zhao: A Settlement Compensation Method for Analysing the Behaviour of Settlement Controlled Piled Rafts, A Thesis submitted to the department of civil engineering in partial fulfillment of the requirement for the degree of master of engineering at Tianjin University. 2007 (in Chinese)

Wahab3, c 1, 2, 3Department of Mechanical Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh, Perak, Malaysia.
Due to these extraordinary attributes of basalt fiber it has special importance in mechanical and civil construction.
This includes automotive, sporting goods, boat building, civil engineering and wind turbine blades [23].
Nuclear power engineering.
Langenhove, Basalt fibers as reinforcement for composites: Proceedings of 10th international conference on composites/nano engineering, USA (2003) [19] T.

Effectiveness of Ubol Ratana and Lam Pao Reservoirs for Flood Mitigation in the Downstream Area of the Chi River Basin using HEC-HMS model Kittiwet Kuntiyawichai1,a* 1 Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Thailand a kittiwet_k@hotmail.com Keywords: Reservoir management, flood management, rainfall-runoff model, model performance Abstract.
Lee, A comparison of two event-based flood models (ReFH-rainfall runoff model and HEC-HMS) at two Korean catchments, Bukil and Jeungpyeong, KSCE Journal of Civil Engineering. 18 (2014) 330-343
[7] US Army Corps of Engineers (USACE), Hydrologic Modeling System (HEC-HMS): Technical reference manual, US Army Corps of Engineers, Hydrologic Engineering Center.

Experimental Study on Mechanical Properties of Ultrafine Copper-Plated Steel Fiber Reinforced Cementitious Composite Wen Sun 1,a，Yuanlin Wan2,b 1,2School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, China aWenSun9656@163.com，bWylin0417@sina.com Keywords: ultrafine copper-plated steel fiber; cementitious composite; failure characteristics; contour plot of strains; mechanical properties Abstract.
Engineering Structures, 2011, 33: 107-117
Engineering Structures, 2012, 38: 134-141
China Civil Engineering Journal, 2009, 6, 42(6): 1-7
Road Engineering, 2011, 19-0042-05

Repair of Clay Brick Walls for out of Plane Loads by Means of FRCM Claudio D’Ambra1, a, Gian Piero Lignola1,b*, Francesco Fabbrocino2,c, Andrea Prota1,d and Elio Sacco3,e 1 University of Naples, Department of Structures for Engineering and Architecture, Napoli, Italy 2 Pegaso University, Department of Engineering, Naples, Italy 3 University of Cassino and Southern Lazio, Department of Civil and Mechanical Engineering, Cassino, Italy aclaudio.dambra@unina.it, bglignola@unina.it, cfrancesco.fabbrocino@unipegaso.it daprota@unina.it, esacco@unicas.it * corresponding author Keywords: Masonry, clay brick, out of plane, repair, wall, mortar degradation FRCM.
This research has been possible thanks to the financial support of the ReLUIS project from the Italian Department of the Civil Protection.
Moreno, “Out-of-plane behaviour of confined masonry walls”, Engineering Structures, Vol. 33, no. 5, pp. 1734-1741, 2011 [10] A.
Varum, “Experimental evaluation of out-of-plane capacity of masonry infill walls”, Engineering Structures, Vol. 111, pp. 48-63, 2016
Hjiaj, “Discrete element modelling of the in-plane and out-of-plane behaviour of dry-joint masonry wall constructions”, Engineering Structures, Vol. 136, pp. 277-294, 2017.

The use of extruded polystyrene foam in the ISP design eliminates the freezing of soil under the foundation, and a reinforced concrete slab with engineering communications network is in optimal heat and humidity mode, which makes it possible to use this design in harsh climatic regions and with the spread of permafrost.
Younes, Progress to global strategy for management of energy systems, Journal of Building Engineering.
Chernysheva, Thermal features of three-layer brick walls, XXV Polish-Russian -Slovak seminar “Theoretical Foundation of Civil Engineering” Procedia Engineering. 153 (2016) 805–809
Kozlov, The mathematical model and methodology for calculating the moisture state of structures”, Academy, Architecture and engineering, M.
Vol. 117 (2017) 0018426th R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering, RSP 2017.

Based on Transparent Soil Test to Carry Out Research on the Soil Stability Discrimination under the Suffusion Yu-Kun LIU1,a and Jia-Wei WANG2,b* 1Lille College, Hohai University, Nanjing 210029, China 2College of Civil Engineering and Transportation, Hohai University, Nanjing 210029, China a972935166@qq.com, b*1972935166@qq.com Keywords: Embankment; Internal erosion; Transparent soil; Throat diameter Abstract: For deep overburden embankment base, erosion-type internal tube surge is a key problem affecting the stable operation of dams.
Geological characteristics and evaluation methods of deep overburden engineering in river valleys[J].
Proceedings of the 5th Pan American Conference on Soil Mechanics and Foundation Engineering, Buenos Aires,1975. pp. 161–177
European Journal of Environmental and Civil Engineering, 2014, 18(6): 683-698
Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1884-1891