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Earthwork construction and compaction of soils are required practically for all civil engineering.
Several materials used in civil engineering, e.g., concrete, rocks, and fiber-reinforced cement composites, exhibit softening in their ultimate behavior under loading [11] to [13].
Discussion of "Research in Soil Engineering (Foundations).

Khesin, Prospects of using titanium for improving reliability and servige life of various units and items of equipment in civil ships, Titan. 3-4 (1995) 41-43
Chechulin, Application of titanium alloys instead of copper-nickel ones in production of pipelines fur sea water systems used in civil sea-going ships, Titan. 3-4 (1995) 62-66
Illarionov Structure and Hardness Variations Through Section of Hot-Forged Pipe Billet from PT-1M Alloy, KnE Engineering. (2019) 261-266
Illarionov, Structure and Properties of the Billet of PT-1M Alloy after Expanding, KnE Engineering. (2019) 253–260
Meredith, Ti-3Al-2,5V Seamless Tubing Engineering Guide. 3rd ed, Sandvic Special Metals Corp., Kennewick.

Photogrametry-Based 3D Modeling and Measurement for Scale model of an Arch Bridge Ping Li 1, a, Jinquan Zhang1,b, Jianguo Nie2,c, Jianming Lu 1, d, Wanheng Li1, e and Mohai Yuan1, f 1 Research Institute of Highway Ministry of Transport, Beijing, China 2 Department of Civil Engineering, Tsinghua University, Beijing, China alip98223@163.com, bjq.zhang@rioh.cn, cniejg@tsinghua.edu.cn Keywords: 3D modeling and Measurement; camera calibration; photo orientation; ordinary digital camera; arch bridge; Photogrametry Abstract.
Journal of Computing in Civil Engineering, Vol.15 (2001) No.4, p.329 [2] B.
Journal of Construction Engineering and Management, Vol.126 (2000) No.4, p.251 [3] A.

Aziz4,d, Mohd Rosli Hainin5,e and Mohd Haziman Wan Ibrahim6,f 1Faculty of Agriculture, Department of Agricultural Engineering, Universitas Syiah Kuala, 23111 Darussalam, Banda Aceh, Indonesia 2, 3, 4, 5Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor Bahru, Malaysia 6Faculty of Civil & Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor Bahru, Malaysia adee_jayanti@yahoo.com, bramadhansyah@utm.my, chnorhidayah@utm.my, dmzaman@utm.my, emrosli@utm.my, fhaziman@uthm.edu.my *corresponding author: ramadhansyah@utm.my Keywords: Concrete; RHA; Fineness; Strength; Workability.

Use of P-Wave Velocity to Estimate the Strength of Hardened Self-Consolidating Concrete Yiching Lin1, a, Yungchiang Lin2, b and Yu-Feng Lin3,c 1,2Department of civil engineering, National Chung Hsing University, Taichung City, Taiwan 3Department of civil engineering, Chienkuo Technology University, Changhua City, Taiwan ayiching@nchu.edu.tw, byungchaing.lin@gmail.com, clyf@ctu.edu.tw Keywords: ultrasonic pulse velocity, impact-echo, self-consolidating concrete, strength Abstract.
Hsiao, Journal of the Chinese Institute of Engineers, Vol. 20 (1997), p. 661

Test and research of long-term stress variation of high-pier & long-span continuous rigid-frame bridge Jiejun Wang1,a，Min Chen2,b and Canbin Yin3,c 1，2College of Civil Engineering and Mechanics, Central South University of Forestry and Technology,Changsha ,Hunan 410004,P.R.China 3Hunan City University, Yiyang, Hunan 413000,P.R.China awangjiejun2011@126.com,bxiaowu880226@126.com, c281935884@qq.com Keywords: box girders, stress variation, long-term performance, field test Abstract.
Engineering Situation Longtan River Bridge is a PC continuous rigid frame bridge of Hurongxi Expressway in Yichang city, Hubei Province, China, with the span of 106m+200m×3+106m.
Analysis and field measurement of concrete box girder bridges for shrinkage and creep effects[J].China Civil Engineering Journal,2008,41(1):70～81

Study on Numerical Simulation Analysis of Creep Model for Tianjin Tower Duan Xiangyang1,2,a Li Zhiwei1,b Yang Yang3,4,c Yujie Gong1,d 1China Academy of Building Research 2Department of Civil Engineering, Tsinghua University 3Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University), Ministry of Education, Chongqing 400030 China 4College of Civil Engineering, Chongqing University, Chongqing 400045 China aemail: duanxiangsheng@163.com bemail: lizhiwei_2000@163.com cemail: yangyangcqu@cqu.edu.cn demail: gg11530@hotmail.com Keywords: Tianjin Tower, Out-of-codes Super High-rise, Creep, Creep Calculation Model, Concrete Filled Steel Tube (CFST) Abstract: Tianjin tower is the landmark building of Tianjin, and is of out-of-codes super high-rise concrete filled steel tube (CFST)-steel reinforced concrete (SRC) hybrid structure.
As to the practical engineering structure like Tianjin Tower, some load (self-load) were in action at different stages in the process of structure construction.

Minimum Reinforcement against Brittle Failure in Concrete Structures Marta Słowik1,a*and Izabela Skrzypczak2,b 1Department of Structural Engineering, Faculty of Civil Engineering and Architecture, Lublin University of Technology, 40 Nadbystrzycka, 20-618 Lublin, Poland 2Faculty of Civil and Environmental Engineering and Architecture, Rzeszow University of Technology, 12 Powstańców Warszawy, 35-959 Rzeszow, Poland am.slowik@pollub.pl, bizas@prz.edu.pl Keywords: Concrete, Lightly Reinforced Concrete Member, Cracking Resistance, Minimum Reinforcement Ratio.

Bacterial deteriorations of wooden pile foundations due to permanent soil and water contact Gesa Haroske, Ulrich Diederichs and Vit Petranek 1) University of Applied Sciences of Technology, Business and Design, KBauMV-Centre of Competence for Building Mecklenburg-West Pomerania, 23966 Wismar, Germany, phone D–03841–7537359, fax: D-03841-7537650, gesa.haroske@hs-wismar.de 2) University Rostock, Institute of Civil Engineering, Justus-von-Liebig-Weg 6, D - 18059 Rostock Germany, phone D-03841-7537651, fax: D-03841-7537682, ulrich.diederichs@uni-rostock.de 3) Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 95, 602 00 Brno, Czech Republic, petranek.v@fce.vutbr.cz Abstract Many structures resting on pile foundations, which are surrounded by water in the soil for decades or centuries.
During these inspections the divers, the wood experts and the structural engineers were in permanent radio contact for close communication regarding evaluation of the test results and the further procedure.

The Possibilities of Application of Cellulose Fibers in Cement Composites, Monitoring the Properties BODNÁROVÁ Lenka1,a *, KOSTELANSKÁ Katarína2,b and JANKECH Filip1,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 95, 602 00 Brno, Czech Republic 2Greencel spol.s.r.o., Hencovská 2073, 09302 Hencovce, Slovakia abodnarova.l@fce.vutbr.cz, bkatarina.kostelanska@bukoza.sk, cJankechF@study.fce.vutbr.cz Keywords: Cellulose fibre, polypropylene fibre, high temperature, cement, compression strength, tensile strength, temperature resistance, concrete.
Horak (Eds.), Proceedings of the 50th Annual Conference on experimental stress analysis (EAN 2012), Czech Technical University in Prague Faculty of Mechanical Engineering, Prague, 2012, ISBN: 978-80-01-05060-6, pp. 361-368
Bodnarova, Brno University of Technology, Faculty of Civil Engineering, Brno, p. 81, 2014.