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Strengthening Effect of Graphene Oxide on Mechanical Properties of Interface Transition Zone of Recycled Concrete Kai GUO1,2,a*, Jinghai ZHOU2,b, Ming LIU1,2,c, Lin LIU2,d 1Faculty of Infrastructure Engineering, Dalian University of Technology 2School of Civil Engineering, Shenyang Jianzhu University aemail:guokai@sjzu.edu.cn, bemail:476088870@qq.com, cemail:474581863@qq.com, d*email:147458883@@qq.com Keywords: graphene oxide; recycled concrete; interfacial transition zone; microstructure Abstract.
Material in Civil Engineering. 15(5): 443-451,2003
Nanoscale characterization of engineered cementitious composites(ECC).
Nanoscale characterization of engineered cementitious composites (ECC).

Ultrasonic Guided Wave Monitoring of Railroad Tracks Claudio Nucera1,a, Robert Phillips1,b and Francesco Lanza di Scalea1,c 1NDE/SHM Laboratory, Department of Structural Engineering, University of California San Diego, USA acnucera@ucsd.edu, brrphilli@ucsd.edu, cflanza@ucsd.edu Keywords: ultrasonic guided waves, internal resonance, semi-analytical finite element, continuous welded rails, neutral temperature.
Fig. 4 plots the results of the two blind tests along with the industry average and American Railway Engineering and Maintenance-of-Way Association (AREMA) recommendations for reliability of defect detection (particularly TDs).
[12] Nucera, C., Lanza di Scalea, (2012) Higher Harmonic Generation Analysis in Complex Waveguides via a Nonlinear Semi-Analytical Finite Element Algorithm, Mathematical Problems in Engineering, vol. 2012, Special Issue: New Strategies and Challenges in SHM for Aerospace and Civil Structures, Article ID 365630
Nonlinear Semi-analytical Finite Element Algorithm for the Analysis of Internal Resonance Conditions in Complex Waveguides, ASCE Journal of Engineering Mechanics, submitted May 2012
Advances in Civil Engineering, Vol. 2010 Article ID 291293, doi:10.1155/2010/291293

The Possible Causes of Damage to Concrete Tanks, Numerical Experiment of Fluid-Structure-Soil Interaction KOTRASOVA Kamila1, a, HEGEDUSOVA Iveta1, b, HARABINOVA Slavka1, c *, PANULINOVA Eva1, d and KORMANIKOVA Eva1, e 1Technical University of Kosice, Faculty of Civil Engineering, Institute of Structural Engineering, Vysokoskolska 4, SK-042 00 Kosice, Slovakia akamila.kotrasova@tuke.sk, biveta.hegedusova@tuke.sk, c*slavka.harabinova@tuke.sk, deva.panulinova@tuke.sk, eeva.kormanikova@tuke.sk Keywords: circular tanks, concrete structures, numerical experiment, fluid - structure - soil interaction Abstract.
Priganc, Property analysis of concrete panels in an aggressive environment, Faculty of Civil Engineering, Technical University in Kosice, Kosice, 2015.
Kuklik, Preconsolidation, Structural Strength of soil, and its effect on subsoil upper structure interaction, Engineering Structures. 33 (2011) 1195-1204
Lajcakova, Moving load effect on pavements at random excitation, Procedia Engineering. 815-820.

Saif1,d* 1Department of Civil Engineering, Shoubra Faculty of Engineering, Benha University, 108 Shoubra St, Cairo, Egypt 2Building Physics Institute (BPI), Housing and Building National Research Center (HBRC), 87 El-Tahrir St., Dokki, P.O.
Based on the introduction above, this study presents an intensive review on the development and recent advancements of LC3 binder systems in civil engineering applications.
IOP Conference Series: Materials Science and Engineering, 2021. 1091(1)
-L., et al., Engineering properties of vertical cutoff walls consisting of reactive magnesia-activated slag and bentonite: workability, strength, and hydraulic conductivity. 2019. 31(11): p. 04019263

Bieniawski, Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering, 1st ed.
Barton, and Lunde, “Engineering Classification of Rockmasses for Design of Tunnel Support,” Rock Mechanics, vol. 6, no. 106. pp. 189–236, 1974
Balaban, “Engineering geological appraisal of the rock masses and preliminary support design, Dorukhan Tunnel, Zonguldak, Turkey,” Eng.
Carter, “Corrigendum to ‘Maintaining geological reality in application of GSI for design of engineering structures in Rock’ [Engineering Geology 239 (2018) 282–297] (S0013795217310049) (10.1016/j.enggeo.2018.03.022)),” Eng.
Goel, Engineering Rock Mass Classification Tunneling, Foundations, and Landslides Bhawani.

The Influence of Soft Soil on the Analysis of Soil-Pile Dynamic Interaction CHENG Xu-dong, LI Jie, WANG Yong College of Transport & Storage and Civil Engineering in China University of Petroleum, Qingdao, China chengxd@upc.edu.cn, shaofeng712@163.com, bingjuejie@126.com Keywords: Soft soil; Pile-soil dynamics interaction; Earthquakes; ADINA Abstract：In the seismic design of pile foundation, current research mainly adopts the theory of auxiliary experiences engineering design methods.
Journal of Hunan Institute of Engineering, 2007,17(3): 83-87
Journal of Earthquake Engineering and Engineering Vibration, 2009,29(2):191-197
Chinese Jounal of Geotechnical Engineering, 2005,27(6): 616-620
World Information On Earthquake Engineering, 2004,20(1):90-94

This can limit the potential applications of abrasive water jet cutting, if further machining of the edges is needed to achieve the engineering tolerance required for the part.
Introduction Each day reveals new materials that could be applied in different areas of mechanical engineering.
Blagojević, Process parameters effect on characteristics of kerf geometry by abrasive water jet cutting, 35th International conference on production engineering, University of Kragujevac, Faculty of Mechanical and Civil Engineering, Kraljevo, 2013, pp. 129-132
Baralić, Cut quality in abrasive water jet cutting, Proceedings of the 34th International Conference on Production Engineering, University of Nis, Mechanical Engineering Faculty, Nis, Serbia, 2011, pp. 435-438
Radovanović, Kerf geometry by abrasive water jet cutting, Annals of the Oradea University, Fascicle of Management and Technological Engineering.

Similarly, Al-Humeidawi[16] investigated the effect of polyethylene plastic bags on the engineering properties of different bitumen mixes.
Chavan, Use of plastic waste in flexible pavements, International Journal of Application or Innovation in Engineering and Management 2 (2013) 540-552
Bharsakale, An overview on waste plastic utilization in asphalting of roads, Journal of Engineering Research and Studies 3 (2012) 01-05
Salokhe, Use of waste plastic in construction of bituminous road, International Journal of Engineering Science and Technology 4 (2012)
Raouf Mahmood Raouf, Nisreen Mizher Rahma, Recycled Polypropylene to Improve Asphalt Physical Properties, International Journal of Civil Engineering and Technology 9 (2018) 1260 - 1267

Compaction Properties of Rice Husk Ash-Lime-Bangkok Clay Mixtures Hengchhorn Phai1,a, Amin Eisazadeh1,b* 1School of Civil Engineering and Technology, Sirindhorn International Institute of Technology, Thammasat University, Pathum Thani 12120, Thailand am6022040304@g.siit.tu.ac.th, baeisazadeh@siit.tu.ac.th Keywords: Bangkok clay, rice husk ash, lime, compaction properties.
Bangkok clay (BC) is notorious for its poor engineering properties in Thailand and world-widely.
Due to its poor natural engineering behavior, it needs to be treated.
Phupat, "Geological and Geotechnical Engineering Properties of Bangkok Clay," in Proceedings of the Japan National Conference on Geotechnical Engineering The 38th Japan National Conference on Geotechnical Engineering, 2003, pp. 143-144: The Japanese Geotechnical Society
Sobhan, Principles of geotechnical engineering.

Stability generalized analysis of a large-scale accumulation body slope Zheng Li1,2,a, Xuejie Liang2,b 1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, Hubei, 430070, China 2Huanghuai University, Zhumadian, Henan, 463000, China alingzheng111@163.com, bliangxuejie12@163.com Keywords: Accumulation body; Hydropower station; Stability; EMU; Safety factor.
By means of engineering geological investigation on geological characteristics and geneses of accumulation body, the result shows the accumulation body is generally stable.
Engineering Geological Characteristics of Accumulation Body The area of accumulation body is 1.2km2 and amount is 5084×104m3.
Some major problems in environment engineering geology and their research countermeasures [J].
Journal of Engineering Geology, 1996, 4(3): 10-6.