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Optimizing Transport-Logistic Cluster Freight Flows of a Port Megacity on the Basis of GIS Jurij Kotikov1,a*, Pavel Kravchenko2,b 1,2Saint Petersburg State University of Architecture and Civil Engineering Vtoraja Krasnoarmejskaja ul. 4, St.
Development of transport-and-logistical base of geo-data of megapolis through ArcGIS means (2009) Bulletin of Civil Engineers, 2 (19), pp. 46–50
Geo-informational system ArcGIS, as an integrator in models of planning transportation systems of megapolises (2012) Bulletin of Civil Engineers, 2 (31), pp. 214–222

In civil engineering, the FRP composites have mainly been used to upgrade reinforced concrete and steel structures, although the strengthening of beams with FRP plate is gaining significant interest in recent years.
Journal of Material in Civil Engineering, ASCE. 9(4), (2001),206-212
Analysis of stresses developed in FRP plate beams due to thermal effects, Composites in civil engineering, (1), (2001),523-536.

Study of the Influence of Hydro Oceanography on the Opening Plan of Estuary Channels at the Ceurape Kuala Bireun District Teuku Mudi Hafli1,a*, Fasdarsyah2,b, Abdul Halim3,c, Fadhliani4,d, Lis Ayu Widari5,e 1,2,3,4,5Department of Civil Engineering, Malikussaleh of University, Lhokseumawe, Aceh, Indonesia; ateukumudi@unimal.ac.id, bfasdarsyah@unimal.ac.id, cabdul.190110030@mhs.unimal.ac.id, dFadhliani@unimal.ac.id, elisayu@unimal.ac.id *abdul.190110030@mhs.unimal.ac.id Keywords: Delft3d, Arcgis, Erosion, Jetty, Sedimentation, Abstract.
Analisis Sedimentasi Kolam Pelabuhan Ulee Lheue Dengan Menggunakan Piranti Lunak Delft3D, Journal of The Civil Engineering Student, Vol. 2, No. 3
Department of Civil Engineering.

Properties of Concrete with High-volume Limestone Powder under Low Temperature Conditions ShaoMin Song 1 WenZhong Bao2 WenXin Zhao2 Dongmin Jin2 1School of Civil and Transportation Engineering，Beijing University of Civil Engineering and Architecture, Beijing 100044 China 2 Xinjiang tianshan cement Co., LTD, wulumuqi, 830013,china Key words: high-volume; limestone powder; low-quality fly ash; fresh properties; strength; low-temperature sulfate attack concrete Abstract.This paper studies the effects of high-volume composite mineral admixture made of limestone powder and low-quality fly ash on the properties of concrete,and studies the form of attack of cement-based material made of limestone powder at low water-binder ratio under low-temperature sulfate environment.Through experiments, this paper makes clear the workability of fresh concrete and analyzes the law of strength development of concrete.
China Civil Engineering Journal, 2010(S2)

Verification of the Use of Slag Aggregate of the Heap Koněv into Concrete Michal Pešata1,a, Lukáš Procházka1,b, Jana Boháčová1,c* 1Department of Building Materials and Diagnostics of Structures, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava, Czech Republic amichal.pesata.st@vsb.cz, blukas.prochazka@vsb.cz, cjana.bohacova@vsb.cz, Keywords: Slag Aggregate, Natural Aggregate, Cement, Concrete, Composite.
Brno: Technical University, Faculty of Civil Engineering (2011) [8] ČSN EN 1097-2, 2010. 
Procházka Possibilities of using slag aggregate from the Koněv heap, Ostrava: VŠB-TUO (2017) [16] ČSN EN 206-1 Concrete - Part 1: Specifications, properties, production and conformity (2013) [17] TP 138, The use of slag aggregates in roads, Brno University of Technology, Faculty of Civil Engineering (2000) [18] Pešata M.

Coarse aggregates and fine aggregates as Sylhet sand were collected from the Civil Engineering Department of CUET.
Moinul Islam, faculty of the Department of Civil Engineering, Chittagong University of Engineering and Technology, for directly helping to conduct the Universal Testing Machine (UTM; Model TUN-2000) for the shear capacity test.
Finally, the authors gratefully acknowledge the support provided by the related faculties and staff of the civil engineering department at Chittagong University of Engineering and Technology.
Canadian Journal of Civil Engineering, Vol. 35, No. 1, (2008), 1–10. https://doi.org/10.1139/L07-080/ASSET/IMAGES/L07-080IE4H.GIF [14] “C31/C31M Standard Practice for Making and Curing Concrete Test Specimens in the Field.”
KSCE Journal of Civil Engineering, Vol. 19, No. 1, (2015), 259–264. https://doi.org/10.1007/S12205-013-2350-1/METRICS [26] George, S., Thenmozhi, R., and Magudeswaran, P.

Acknowledgements This study was supported by the National Natural Science Foundation of China (Grant No. 51178337 and 50708076), Basic Research of the State Key Laboratory for Disaster Reduction in Civil Engineering of TongjiUniversity(Grant No.
SLDRCE11-B-01) and the Kwang-Hua Fund for College of Civil Engineering, Tongji University.
Reliability Engineering & System Safety 85.1 (2004): 11-19
Engineering structures 29.7 (2007): 1487-1498
Engineering Structures 32.12 (2010): 3879-3887

WANG 3,d 1 School of Mechanical Engineering & Automation, Northeastern University, 110004, P.R.
China 2 School of Mechanical Engineering, Liaoning University of Petroleum & Chemical Technology, 113001, P.R.
Fig. 4 the curve of reliability indicator β with the change of time Conclusions In engineering practice, strength and load are variable with time, and the corresponding reliability index is weakened gradually as the using time increases.
When the changes of strength and load with time are considered, this method is more close to the reliability problem of torsion bar in the engineering practice.
References [1] Zhang Yi-min: Reliability Design of Automobile Components (Beijing Institute of Technology Press, SAE China, Beijing 2000) [2] Zhang Y M, Liu Q L: Proceedings of the Institution of Mechanical Engineers Part D, Journal of Automobile Engineering Vol. 216(D6) (2002), p. 455 [3] Zhang Y M, Liu Q L, Wen B C: AJAA Journal Vol. 40 (3) (2002), p. 585 [4] Zhang Yimin, Liu Qiaoling, Wen Bangchun: ACTA Mechanica Sinica Vol.35(1) (2003), p.117 (in Chinese) [5] Zhang Yimin: Journal of Mechanical Strength Vol. 25(6) (2003), p.657 (in Chinese) [6] Zhang Yimin: Chinese Journal of Mechanical Engineering Vol. 40(8) (2004), p.100 (in Chinese) [7] LI Tian, LIU Xila: China Civil Eng J Vol. 27(2) (1994), p. 47 (in Chinese) [8] Zhang YM, W n BC, Liu QL: Computer Methods in Applied Mechanics and Engineering Vol. 165(4) (1998), p. 223 [9] Wang Guang-yuan: Journal of Harbin University of Civil Engineering and Architecture Vol. 23(2) (1999), p. 1 [10] Schaff J R, Davidson

Vincent: Journal of Bionic Engineering, Vol.3 (2006) NO.2, pp.99-114. ,[] Z.
Ren: Journal of Bionic Engineering, Vol.7 (2010), pp.
Yan: Journal of Bionic Engineering, Vol.8 (2011) NO.1, pp. 90-97. ,[] J.
Hu: Journal of Bionic Engineering (in press). ,[] J.
Finally, it should be noted that our development is expected to have great social and economic benefits, since it can be widely applied in nearly all honeycomb-related fields, such as transportation, wind-power generation, solar energy generation, furniture, and civil engineering.

Expansive soil and railway engineering [M].
Expansive soil in the engineering construction [M].
Hydro-science and Engineering, 2005, (4) ：6-10
Chinese Journal of Geotechnical Engineering,2008,30(1): 28-33
Chinese Journal of Civil Engineering, [8] KONG Ling-wei, CHEN Jian-bin, GUO Ai-guo, et al.