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Study of High Strength Concretes with Variability of Composition Designs Krizova Klara1,a, Tazky Martin2,b, Merunka Milan3,c and Pikna Ondrej4,d 1,2,3,4Brno University of Technology, Faculty of Civil Engineering, Veveri 331/95, 602 00 Brno, Czech Republic akrizova.k@fce.vutbr.cz, btazky.m@fce.vutbr.cz, cmerunka.m@fce.vutbr.cz, dpikna.o@fce.vutbr.cz Keywords: High Strength Concrete, Silica fume, Composition, Strength of Concrete, Durability.
ISSN 0950-0618. https://doi.org/10.1016/j.conbuildmat.2014.02.024 [9] Civil Engineering: HIGH PERFORMANCE CONCRETE.
Civil Engineering [online]. http://civil-resources.blogspot.cz/2010/06/high-performance-concrete.html
Procedia Engineering [online]. 2013, Volume 51, Pages 65-74 [cit. 2017-05-05].

Stability Analysis of the Earth Embankments Subjected to Natural Cyclic Processes Smita TUNG1a, Kaustuv BHATTACHARYA1b, Gupinath BHANDARI1c, Sibapriya MUKHERJEE1d, Ancuţa ROTARU2e*, Vasile BOBOC2f 1Jadavpur University, Department of Civil Engineering, 188 Raja S.C.
Mallick Rd, Kolkata, 700032, India 2"Gheorghe Asachi" Technical University of Iaşi, Faculty of Civil Engineering and Building Services, Department of Infrastructure Transportation and Foundations, 1 Prof.dr.doc.
Dimitrie Mangeron St, 700050, Iaşi, Romania smita1989smita@gmail.com, bkaustuv_poirot@yahoo.com, cg.bhandari@civil.jdvu.ac.in, dsibapriya.mukherjee@gmail.com, eancuta.rotaru@tuiasi.ro, fvboboc1956@yahoo.com Keywords: natural cyclic process, tide, flow net, phreatic surface, factor of safety, landslides, correction works, freezing-thaw process Abstract.
[7] Rakhshandehroo and Pourtouiserkani, IJST, Transactions of Civil Engineering, Predicting Doroodzan dam hydraulic behavior during rapid drawdown, Vol. 37, No.
[10] GEO-SLOPE Int., Seepage modeling with SEEP/W, an engineering methodology, 2012

Khalid1, f 1Postgraduate student, Construction Material Research Group, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia. 2Professor, Construction Research Centre (UTM CRC), Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia. 3Associate Professor, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia. 4 Post-Doctoral Fellow, Department of Civil Engineering, Faculty of Applied Science, University of British Columbia, Vancouver, B.C., Canada V6T 1Z4, Canada.

Simulation Research For The Excavation Stability Of Ⅳ Brittle Rock Based On Vault Settlement Effect Liu Keling, Guo Long School of Civil Engineering, Tianjin Chengjian University,Tianjin 300384,China glace_029@126.com Keywords: vault settlement effect, brittle rock, excavation stability.
The research results can be used to guide the development of the monitoring standard, in underground engineering construction of the brittle rock. 1.
By underground engineering project in developed coastal area, there are a lot of experience to the design and construction in underground engineering.
Vault settlement effect At present, in the construction process of underground engineering, the standard deformation monitoring measurement is widely used in everyday deformation of less than 5mm, For brittle rock underground engineering, this standard has yet to be perfect.
[6] Li quan, Application of ANSYS in Civil Engineering, BeiJing: Posts and Telecom Press, 2005:180-186

Numerical Analysis on Propagation and Fatigue Life of Asphalt Pavement Surface Crack Wang Hongchanga and Li Guofenb College of Civil Engineering, Nanjing Forestry University, Nanjing, China aseuwhc@126.com, blgf@njfu.com.cn Keywords: Highway engineering; propagation law; fracture mechanics; finite element method; surface crack; fatigue life Abstract.
“Finite Elements Analysis of Reflection Crack and Stress Intensity Factors in Half Rigid Pavements,” Chinese Journal of Geotechnical Engineering, 1990,12(3): 22-31 [2] Wu Gan-chang.
[4] Zhou Fu-jie, Sun Li-jun. “ Behavior analysis of reflection cracking in composite pavement,” China Civil Engineering Journal, 2002, 35(1): 51-56 [5] Shen Cheng-kang.

Minimisation of water content in concrete JURÍČEK Ivan1*, FILLO Ľudovít2 1, 2 Faculty of Civil Engineering at STU in Bratislava, Radlinského 11, 81368 Bratislava, Slovakia ivan.juricek@stuba.sk, ludovit.fillo@stuba.sk Keywords: measure of the moisture content of concrete, free water, physically bound water, chemically bound water, drying of concrete, effect of vacuum on concrete Abstract In the production of structures made of concrete it is sometimes required to make a completed structure contain a minimum amount of free water.
The moisture characteristic of concrete is verified in civil engineering provided that the concrete is located in the environment with normal atmospheric pressure.

Experiment study of influence factors on high-temperature stability of closely gap-graded bituminous mixture Rui Guo1, a, Zhongju Feng1, b and Ping Li2, c 1 Shool of Highway, Chang,an University, Xi,an 710064, Shaanxi, China 2Shool of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050,Gansu, China aguorui19830120@163.com, bysf@gl.chd.edu.cn, cliping@lut.cn Keywords: Road engineering, Rutting test, Bituminous mixture, High-temperature property Abstract.
Juang: Journal of Materials in Civil Engineering, June (2007), p. 465

Outliers Detection of Dam Displacement Monitoring Data Based on Wavelet Transform Jian Liu1, a, Jijian Lian2, b 1 School of Civil Engineering, Shandong University, Jinan, 250061, China; 2 School of Civil Engineering, Tianjin University, Tianjin, 300072, China) a lj75@sdu.edu.cn, b jjlian@tju.edu.cn Keywords: outliers detection; wavelet transform; dam monitoring; Lipschitz index; modulus maxima Abstract.
Beijing, Science press, 1999 [10] Civil Engineering School of Tianjin University.

The parameter assessment for GHPC performance of anti-sulfate erosion Hong-xia QIAO 1,2,a, Hui CAO1,b, Hong-fa YU 2,c，Zhong-mao HE 3,c 1 College of Civil Engineering, Lanzhou Univ. of Tech., Lanzhou 730050, China; 2 Qinghai institute of salt lakes，Chinese academy of sciences，Xining 810008，China 3 Gansu sciences Research Institute of Civil Engineering, Lanzhou 730020, China aemail:qiaohx7706@163.com, bemail: 270712990@qq.com, cemail:emily445@sohu.com Keywords: Green High Performance Concrete; Sulfate erosion; Assessment parameter; Design Abstract: After the assessment targets on concrete performance of anti-sulfate erosion were optimum designed rationally to be assessment parameters, the course on performance deterioration of concrete was characterized using designed assessment parameters.
GGBS: active GGBS B, production of Gansu Research Institute of Civil Engineering, 28 days compressive strength ratio is 82%, fineness (0.045 sieves) is 6%.

Influence of Humidity on the Material Properties of Cement Paste with Fly Ash in the Mutual Relation 50/50 Pavel Padevět1, a, Ondřej Zobal2,b 1Czech Technical University, Faculty of Civil Engineering, Department of Mechanics, Thákurova 7, Prague 6, Czech Republic 2Czech Technical University in Prague, Faculty of Civil Engineering, Department of Mechanics, Thákurova 7, Prague 6, Czech Republic apavel.padevet@fsv.cvut.cz, bondrej.zobal@fsv.cvut.cz Keywords: Cement paste; Shrinkage; Basic Creep; Strength in Compression; Saturated Cement Paste.
Zobal, Historical Development of Material Properties of Concrete with Addition of Fly Ash, Proceedings the 2nd European Conference of Civil Engineering (ECCIE '11), Puerto De La Cruz, Tenerife, Spain, December 10-12, 2011, pp. 42/46