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The Interlaminar Toughening Effect of Hybrid PES/E51 Films on Carbon Fiber/ Epoxy Composite Chao Cheng 1,a, Hui Zhang 1,b*, Zeyu Sun1,c, Yong Liu1,d, Muhuo Yu1,2,e* 1State Key Laboratory for Modification of Chemical Fibers and Polymer Materials, College of Materials Science and Engineering, Donghua University, Shanghai 201620, China 2Center for Civil Aviation Composites, Shanghai 201620, China 3Shanghai Key Laboratory of Lightweight Structural Composites, Shanghai 201620, China a294198831@qq.com, b*zhanghui@dhu.edu.cn, csunzeyu@dhu.edu.cn, dliuyong@dhu.edu.cn, e*yumuhuo@dhu.edu.cn Keywords: Carbon fiber/epoxy composite, Hybrid PES/E51 films, Dissolution property, Interlaminar fracture toughness.

Decomposition of Crystalline Limestones During the Burning Process SKLENÁŘOVÁ Dorothea1a, DVOŘÁK Karel1b, DOLÁK Dušan1c 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic asklenarova.d@fce.vutbr.cz, bdvorak.k@fce.vutbr.cz, cdolak.d@fce.vutbr.cz Keywords: Crystalline limestone, Lime, Decomposition, Burning process, Sintering process, Scanning electron microscopy (SEM) Abstract.

The Effect of Granite Filler Grain Size on its Physical and Chemical Properties with Regard to Use in Cement Composites MUSIL Luboš1,a*, CHYLÍK Roman1,b and VODIČKA Jan1,c 1Faculty of Civil Engineering CTU Prague, Thákurova 2077/7, 166 29 Prague 6, Czech Republic alubos.musil@fsv.cvut.cz, broman.chylik@fsv.cvut.cz, cjan.vodicka@fsv.cvut.cz, Keywords: Filler, Granite, Sedimentation, Concrete, Optimization, Chemical Composition Abstract.

Investigation of the Processes of Formation of a Fire Retardant Coating CHERNUKHA Anton1,a*, CHERNUKHA Andrii1,b, OSTAPOV Kostiantyn1,c and KURSKA Tetiana1,d 1National University of Civil Defence of Ukraine, 94, Chernishevska str., Kharkov, Ukraine, 61023 aan_cher@nuczu.edu.ua, bchernuha@nuczu.edu.ua, costapovk_90@ukr.net, dtkurskaya67@gmail.com Keywords: fire protection, fireproof efficiency, fire retardant coating, xerogel, experimental research.
Skorodumova, Technology of molding masses for architectural and artistic ceramics using low-aluminate clays, International Journal of Engineering and Technology (UAE). 7(3) (2018) 587–590

Behaviour of composites based on blended matrix with CNT during extreme temperatures Tomáš Melichar1, a, Jiří Bydžovský2,b and Ámos Dufka3,c 1,2,3Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic amelichar.t@fce.vutbr.cz, bbydzovsky.j@fce.vutbr.cz, cdufka.a@fce.vutbr.cz Keywords: Composite, blended matrix, silicate, binder, CNT, extreme temperature.

Institute of Geotechnics (Brno University of Technology, Faculty of Civil Engineering) owns a FEFLOW license so checking of results using FEFLOW was a natural choice.

Abdul: Creep recovery of prepacked aggregate concrete, J. of Materials in Civil Engineering, 4-3(1992) 320-325.

Contemporary Issues and Strategies for Industrial Heritage,Site Reclamation and Landscape Regeneration Gao Ming1 , Liang Shuang2 School of Civil Engineering and Architecture，Southwest University of Science and Technology，Mianyang 621010，Sichuan， China e-mail 596377661@qq.com The National Natural Science Fund，Project number：51278436 KeyWords： Urban industrial wastelands, landscape and ecological restoration，renewal, landscape design.

The conclusions would serve as a reference for similar engineering structures.
Journal of Architecture and Civil Engineering, 2010, 27(4):31-38.

., Knaphill, Surrey, UK 3Department of Mechanical Engineering, National Central University, Taiwan ajun.jeff.ai@gmail.com , bt330014@cc.ncu.edu.tw , c*ycchung123@ncu.edu.tw Keywords: Granular assembly; Confined compression; Finite element method; Discrete element method; Wall pressure; Granular solid-structure interaction Abstract: Interaction between granular solids and boundary structures is a fundamental problem encountered in bulk solids handling and subsurface structural design.
Current understanding of its mechanism has not been adequate for robust and economical engineering designs, especially for flexible boundary structures.
Civil Eng. - Geotec. 149 (2001) 41-47