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Study on the Effects of Technology Parameters on the Water Absorption and the Thickness Swelling of the Pressed Bamboo Pulp Plywood Nguyen Thanh Nam1,a, Vo Tuyen2,b*, Tran Van Hung1,c 1Faculty of Mechanical Engineering ​​HCMUT, VNU-HCM 2Ho Chi Minh City University of Food Industry (HUFI) athanhnam@hcmut.edu.vn, btuyenvo@hufi.edu.vn, ctvhung@hcmut.edu.vn Keywords: Bamboo by-products, Permeability, Swelling, Technology specifications, Wood pulp from bamboo powder Abstract.
In the serious situation of shortage of natural wood for civil engineering construction as well as in inside decoration, bamboo pulp plywood is really an adequate solution that perfectly replaces natural wood with artificial wood embryos from bamboo powder, which has both economic benefits of reserving the source of raw materials, environmental protection...
The paper presents a study of the influence of technological parameters on the water absorption and swelling thickness of pressed bamboo pulp plywood in order to ameliorate the quality of pressed bamboo pulp plywood in production of new materials for civil engineering with environmentally friendly bamboo wood pulp materials. 1.
The pressed bamboo powder can be widely applied in civil products.

Properties of cement-based materials containing melting incinerator bottom ash An Cheng1, a, Hui-Mi Hsu 2, b, Sao-Jeng Chao 3,c, Wei-Ting Lin 4,d ,Hao-Hsien Chen 5, e and Che-Ting Lin 6, f 1 Department of Civil Engineering, National Ilan University, Taiwan, R.O.C 2 Department of Civil Engineering, National Ilan University, Taiwan, R.O.C 3 Institute of Nuclear Energy Research, Atomic Energy Council, Taiwan, R.O.C Department of Civil Engineering, National Ilan University, Taiwan, R.O.C 4 Department of Civil Engineering, National Ilan University, Taiwan, R.O.C 5 Department of Civil Engineering, National Ilan University, Taiwan, R.O.C 6 Department of Civil Engineering, National Ilan University, Taiwan, R.O.C aancheng@niu.edu.tw, bhmhsu@niu.edu.tw, cchao@niu.edu.tw, dwtlin@iner.gov.tw, etonychen@niu.edu.tw, fhappy0357@hotmail.com Keywords: incinerator bottom ash, pozzolanic, mortars, melting Abstract.

Kondrina, Quality of Surface Waters Coming from the Territory of the City of Samara to the Saratov Reservoir and the River Samara Traditions and innovations in architecture and civil engineering: 67th All-Russia Scientific Practical Technical Conf Proc (Samara), 2010, pp. 567–9
Palagin, Factors in water supply sources quality reduction Traditions and innovations in architecture and civil engineering, 69th All-Russia Scientific Practical Technical Conf Proc, Samara, 2019, pp. 204–6
Anpilogova, Increasing the Barrier Role of Water Treatment Facilities in the City of Samara Traditions and innovations in architecture and civil engineering: 67th All-Russia Scientific Practical Technical Conf Proc, Samara, 2010, pp. 569–70
Bakbardina, On the issue of improving the efficiency of water treatment at water supply facilities when taking water from the reservoir, Traditions and innovations in architecture and civil engineering 70th All-Russia Scientific Practical Technical Conf Proc, Samara, 2013, pp. 159–3
Shcherbakov, Investigation of the water quality from the flushing of the rapid filters of the pumping and filtering station No. 1 in Samara Traditions and innovations in architecture and civil engineering, Construction technologies: collection of articles, Samara, 2018, pp 216–7

Experimental research on flexural behavior of FRP-reinforced concrete beams Zhijuan Sun1a, Chaohe Chen2b，Mingjin Chu3c,Peng Feng4d 1School of Architecture, Yantai University, Yantai ,264005,China 2College of Civil Engineering and Architecture, HainanUniversity, Haikou ,570228, China 3School of Civil Engineering, Yantai University, Yantai ,264005,China 4Department of Civil Engineering, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing 100084, China aSunzhijuan0@163.com, bchaohe_c@hotmail.com, cchumj05@mails.tsinghua.edu.cn , dfengpeng@tsinghua.edu.cn Key words: FRP-reinforced concrete member, Durability, Flexural behavior Abstract: In order to improve the durability of reinforced concrete member, fiber reinforced polymer (FRP)-reinforced concrete member is introduces.
Littoral are the areas with most densely population and concentrated engineering construction.
Thus, structure of high durability has been an urgent demand for practical engineering application.
References [1] Zhaoyuan Chen: Safety and durability of structural works in civil engineering(China Architectural & Building Press, China 2001) (in Chinese) [2] Junqing Lei: China Safety Science Journal.
Vol. 3 (2006),p.1(in Chinese) [4] Lieping Ye and Peng Feng: China Civil Engineering Journal.

Experimental Testing of Retaining Walls of Precast Elements Zoran Bonić1,a*, Nebojša Davidović2,b, Verka Prolović3,c, Nikola Romić4,d, Nikolay Vatin5,e 1,2,3,4University of Niš, Faculty of Civil Engineering and Architecture, A.
Fundamentals of Soil Mechanics for a study program Architecture (in Serbian) (2008) University of Niš, Faculty of Civil Engineering and Architecture, Niš, 274 p
[2] Information on: http://www.betonblockusa.com/ [3] The study of experimental testing of retaining walls of betonblock elements - Testing of the retaining wall on the static impacts (2014) University of Niš, Faculty of Civil Engineering and Architecture, Department of Geotechnical Engineering, Niš, 185 p
[4] The study of experimental testing of retaining walls of betonblock elements - Testing of the retaining wall on the dynamic impacts (2012) University of Niš, Faculty of Civil Engineering and Architecture, Department of Geotechnical Engineering, Niš, 160
Computer monitoring of load test on piles (2001) Proceedings of the Eight International Conference on Civil and Structural Engineering Computing, pp. 287-288.

Educational and Research Institute, Chennai, Tamilnadu, India. 3Assistant Professor, Department of Civil Engineering, Christ College of Engineering and Technology, Affiliated to Pondicherry University, Puducherry, India. 4PG Student , Real estate management and investment, Edinbrugh napier university, Edinbrugh, Scotland, United Kingdom.
Introduction In the Civil Engineering field concrete is one of the most durable materials.
International Journal of Civil Engineering and Technology, 7(5), (2016), pp.275–283 [2] Abhishek Thakur, Akshay Phogat and Khushpreet Singh, Bacterial Concrete and Effect of Different Bacteria on the Strength and Water Absorption Characteristics of Concrete: A Review.
International Journal of Civil Engineering and Technology, 7(5), (2016), pp 43-56
Critical appraisal on Bacterial Concrete, IJRDO-Journal Of Mechanical And Civil Engineering, ISSN: 2456-1479, Volume-1, Issue-3, (2015), pp 10-14

Introduction At present, it has brought great attention in the civil engineering using sensor materials to realize on-line health monitoring and prediction for the important civil engineering buildings such as long-span bridges, high-rise buildings and nuclear buildings [1-3].
However, the application of smart material in civil engineering is later, so the smart materials used broadly are those in other fields, such as memory alloys, optical fibres, piezoelectric ceramics and piezoelectric polymers, etc [4, 5].
These materials are not consistent with the concrete which is the most important structural materials in the civil engineering, such as acoustic impedance matching, distortion coordination and bond behavior, so it limits the intelligent development of civil engineering structure.
It will have great signification for on-line health monitoring of civil engineering.

Flexural Toughness of Micro-fiber Reinforced Mortar Kyung-Joon Shin1, a, Yun Yong Kim1, b, Hwan Woo Lee2, c and Seboong Oh3, d 1Department of Civil Engineering, Chungnam National University, Daejeon, KOREA 2Department of Civil Engineering, Pukyong National University, Pusan, KOREA 3Department of Civil Engineering, Yeungnam University, Gyeongsan, KOREA akjshin@cnu.ac.kr, chwanwoo@pknu.ac.kr, dsebungoh@yu.ac.kr Corresponding author; byunkim@cnu.ac.kr, Keywords: fiber reinforced mortar; micro fiber; flexural toughness; cracking characteristics Abstract.
Introduction Mortar and concrete have been widely used as construction materials for civil infrastructure projects and buildings due to their durability and economic practicality.
[5] Banthia, N., Sheng, J. (1996) Fracture Toughness of Micro-Fiber Reinforced Cement Composites, Cement and Concrete Composites, Vol. 18, pp.251-2699 [6] Pierre, P., Pleau, R. and Pigeon, M. (1999) Mechanical Properties of Steel Microfiber Reinforced Cement Pastes and Mortars, Journal of Materials in Civil Engineering, Vol.11, No.4, pp.317-324 [7] Wu, H.C., and Li, V.C. (1995) Stochastic Process of Multiple Cracking in Discontinuous Random Fiber Reinforced Brittle Matrix Composites, Int'l of J. of Damage Mechanics, Vol. 4, No. 1, pp 83-102
K. and Wu, H.C. (1995) Matrix design for pseudo strain-hardening fibre reinforced cementitious composites, Materials and Structures, 28, pp.586-595 [9] Kim, Y.Y., Kong, H.J., and Li, V.C. (2003) Design of Engineered Cementitious Composite(ECC) Suitable for Wet-mix Shotcreting, ACI Materials Journal, Vol. 100, No 6, pp.511-518
Materials in Civil Engineering, Vol. 13, No. 6, Nov.

Curvature Ductility of Singly Reinforced CRC Beams (Part-II) Linhu Yang 1,2, a, Han Zhu1, 3, b, Apostolos Fafitis 2, c 1 School of Civil Engineering, Tianjin University, Tianjin 300072, China 2 Department of Civil and Environment Engineering, Arizona State University, Tempe, 85281, USA 3 Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin, 300072, China a yanglinhu1021@yahoo.com.cn, b hanzhu2000@yahoo.com, c fafitis@asu.edu Keywords: concrete; CRC; reinforced beam; ductility; curvature ductility factor (CDF) Abstract.
References [1] N.N.Eldin and A.B.Senouci: Journal of Materials in Civil Engineering.
Vol. 27 (1997), p.177 [3] L.Zheng, X.S.Huo, and Y.Yuan: Journal of Materials in Civil Engineering.
Vol. 20 (2004), p.257 [7] A.K.H.Kwan, S.L.Chau and F.T.K.Au: Proceedings of the Institution of Civil Engineers: Structures and Buildings.
Vol. 159 (2006), p. 339 [8] J.S.Du, F.T.K.Au and Y.K.Cheung: Engineering Structures.

Experimental Study on Engineering Characteristics of Basalt Residual Soil on High Slope Kai Cui1, a, Ye Yang2, b Department of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, 610031, China aacuikai@swjtu.cn, b86352218@qq.com Keywords: BiWei Highway, Basalt Residual Soil, Engineering Characteristics.
Construction should focus on the engineering disaster caused by rain.
Leong et al: Engineering Geology, Vol. 73(1) (2004), p.157 [9] P.R.
Liu: Soil Engineering and Foundation, Vol. 26(4) (2012), p.123 [13] N.
Wesley: Journal of Geotechnical Engineering, Vol. 116(4) (1990), p.589