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Turmo and José: Journal of Soil Dynamics and Earthquake Engineering, Vol.30 (2010) No.9, p.769
[5] Köpecsiri,András, Kollár and László P: Journal of Periodica Polytechnica Civil Engineering, Vol.42 (1998) No.2, p.139
[8] Hara, Fumio: Journal of Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C, Vol.53 (1987) No.486, p.344
Dario: Journal of Engineering Mechanics, Vol.133 (2007) No.7, p.735
(In Chinese) [14] H.H.Yu, M.Y.Chen and Y.L.Guo: Journal of Beijing Institute of Civil Engineering and Architecture, (1993) No.1, p.21.

Nikitin 22, Tver, Russia 2Moscow State University of Civil Engineering MGSU, Yaroslavskoe shosse, 26, Moscow, Russia a,*victoriapetrop@gmail.com, b79043517876@yandex.ru, ckspetropavlovsky@gmail.com, dtanovi.69@mail.ru Keywords: Acid Ash, Lime, Calcium Hydroxide, Basalt Fiber, Cement Composition, Gypsum Composition.
All tests were carried out using research equipment of The Head Regional Shared Research Facilities of the Moscow State University of Civil Engineering.
Fatigue & Fracture of Engineering Materials & Structures, 44(8) (2020)
Science and Engineering of Composite Materials 26(1), 43-52 (2018)
IOP Conference Series Materials Science and Engineering, 327(4):042103 (2018)

Paulino 2,b 1 Department of Civil and Environmental Engineering, University of Connecticut, Storrs, CT 06269, USA 2 Department of Civil and Environmental Engineering University of Illinois, Urbana, IL 61801, USA a jhkim@engr.uconn.edu, bpaulino@uiuc.edu Keywords: Functionally graded materials.
FGMs have been used in many engineering applications [1,2,3] including graded cathodes in solid oxide fuel cells (SOFCs) [5].
Pcr (N) KI (MPam1/2) KII (MPam1/2) ψ θo 253.5 2.122 -0.129 -3.484 6.98o Acknowledgement We gratefully acknowledge the support from the NASA Ames Research Center, NAG 2-1424 (Chief Engineer, Dr.
Paulino: Computer Methods in Applied Mechanics and Engineering Vol. 192 (11-12) (2003), p. 1463
Kim: Engineering Fracture Mechanics Vol. 71 (13-14) (2004), p. 1907

A New Method to Recharge Groundwater using Subsurface Drain Sunisa Smittakorn1,a *, Songpon Dechakampoo1,b and Surawat Suetrongtrakool1,c 1Department of Civil Engineering, Faculty of Engineering, Thammasat University, Thailand a ssunisa@engr.tu.ac.th, b s.dechakampoo.sd@gmail.com, c freedom_soul_palm@hotmail.com * Corresponding author Keywords: Groundwater recharge, Drain envelope, Subsurface drainage Abstract Subsurface drainage systems are widely used in agricultural area, when waterlogging and salinity are problems.
Funding for this work was in part supported by the Department of Civil Engineering, Thammasat University.
Sawarkar , Adsorption of phenol from wastewater in fluidizes bed using coconut shell activated carbon, Procedia Engineering, 51 (2013) 300 – 307
Naidu , Permeable reactive barrier for groundwater remediation, Journal of Industrial and Engineering Chemistry, 14, (2008), 145 – 156
Jekel, Impacts of Fe(0) grain sizes and grain size distributions in permeable reactive barriers, Chemical Engineering Journal, 213 (2012) 245 – 250

NDT Monitoring of Alkali-Activated Material Carbonation Iveta Plšková1,a*, Michal Matysík1,b, Libor Topolář1,c, Petr Hrubý2,d 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic 1Brno University of Technology, Faculty of Chemistry, Purkyňova 464/118, 612 00 Brno, Czech Republic aplskova.i@fce.vutbr.cz, bmatysik.m@fce.vutbr.cz, ctopolar.l@fce.vutbr.cz, dxchrubyp@fch.vut.cz Keywords: Alkali-activated systems, Binder, Slag, Sodium hydroxide, Portland cement, Nondestructive testing, NDT, Impact-echo.
XII, Civil Engineering Series
Plskova: NDT of freeze-thaw damaged concrete specimens by nonlinear acoustic spectroscopy method, 10th International Conference of the Slovenian Society for Non-Destructive Testing: Application of Contemporary Non-Destructive Testing in Engineering, 2009, p. 317-323
Chobola: Evaluation of ceramic tiles frost resistance using impact Echo Method, 10th International Conference of the Slovenian Society for Non-Destructive Testing: Application of Contemporary Non-Destructive Testing in Engineering, 2009, p. 333-340
Chobola: Detection of concrete thermal load time by acoustic NDT methods, Advances and Trends in Engineering Sciences and Technologies III- Proceedings of the 3rd International Conference on Engineering Sciences and Technologies, ESaT 2018, (2019) p. 191-196.

The research of the bending crack resistance ability of reinforced concrete beam mixed with emulsified asphalt Bao-kuan Ning, Guo-qing Liu, Yi-nan Ren and Feng-lin Xu School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China; email: ningbk@126.com Keywords: emulsified asphalt; reinforced concrete beam; flexural capacity; load bearing capacity; crack widths; durability Abstract.
Introduction As a very broad application of civil engineering materials, concrete materials developed rapidly, and the pursuit of high compressive strength and stiffness of the concrete has always been an important development direction.
In recent years, concrete strength characteristics and performance improvement is very significant, and has been able to meet the needs of high-strength materials in structural engineering.
At present, many structural failures in practical engineering is no longer for bearing capacity in the state of the material strength, but rather for durability problems such as a lack of early cracking and a lack of toughness in the normal use of concrete to resist deformation.
Engineering Structures, 2007, 29(10):2428-2444 [5] Li V C.

Effects of Using Fine Quarry Waste as Cement Replacement Material on the Compressive Strength of the Mixture of Interlocking Block Wasan Teerajetgul1, a and Suppachai Sinthaworn1, b * 1Department of Civil Engineering, Faculty of Engineering, Srinakharinwirot University, Highway No.305, Nakhon Nayok, Thailand awasantee@swu.ac.th, b suppachai@swu.ac.th Keywords: Interlocking Block, Quarry Waste, Cement Replacement Material, Bearing Wall Abstract.
Introduction Interlocking blocks are widely used in construction applications such as bearing wall and non-engineering wall [1-2].
“The Study of Engineering Properties of Lateritic Soil-Cement Interlocking Block” In 17th Thailand Civil Engineering Conference, Udan Thani, May 9th -11th ,2012.
“Investigation of Engineering Properties of Quarry Waste in Eastern Part of Thailand for Use as Fine Aggregate in Concrete” In Proceeding of The 2014 5th International Conference on Material and Manufacturing Technology (ICMMT 2014), May 8th -9th , 2014, Kuala Lumpur, Malaysia [8] TIS (1990).

LTD Key Laboratory of Large-span Bridge Health Inspection & Diagnosis Technology Ministry of Communication, PRC, Nanjing,China 3 College of Civil Engineering, Nanjing University of Technology, Nanjing, China amzghhu@qq.com, blizhijun01@tom.com, czhuyh_117@hhu.edu.cn, d 56107962@qq.com Keywords: self-anchored suspension bridge; dynamic characteristic; ambient vibration test; expansion joint stiffness.
Engineering Situation Nanjing Jiangxin-island Bridge is a Single tower self-anchored suspension structure with spatial cables.
Recently, the technology of engineering model parameters test based on ambient excitation consists of frequency domain identification method, time-domain identification method and identification of time-frequency domain.
Dynamic characteristic analysis of the main part of self-anchored suspension bridge [J].World Earthquake Engineering, 2006, 22(3): 84-88 [7] Li Zhijun, Li Aiqun, Han Xiaolin.
Journal of Civil Engineering, 2010, 43(4):92-98

The Structure and Reliability Analysis of Metro Building Automatic System Li Jiazhi1,a, Wang Jia2,b, Tan Zhi3,c, Zhang Lei4,d 1Teachingroom1-530, Beijing University of Civil Engineering and Architecture, No.1, ZhanLan Road, XiCheng District, BeiJing City, 100044, PRC. 2,3,4Department of Electrical and Information Engineering, Beijing University of Civil Engineering and Architecture, No.1, ZhanLan Road, XiCheng District, BeiJing City, 100044, PRC.
Engineering structure diagram of system is usually converted into the reliability diagram of system.
The reliability analysis comparison of station monitoring systems which configurations are different can provides guidance for engineering design and equipment maintenance.
If we consider the reliability and economic factors, composition of optimum system can be determined, which can guide the engineer design in the future.

Effect of Rice Husk Ash Treatment on the Strength Properties of Oil Contaminated Soils Ijimdiya, Thomas Stephen Department of Civil Engineering, Ahmadu Bello University, Zaria.
International Journal of Engineering Science, Vol. 3, No. 3
/beta.irri.org/statistics/ [5] Oyetola, E.B. and Abdullahi, M. (2006) “The use of Rice Husk Ash in Low-Cost Sancrete Block Production” Department of Civil Engineering, Federal University of Technology, P.M.B.65, Minna, Nigeria
[6] B.S.1377 (1990) “Method of testing soils for engineering purposes”.
Journal of Transportation Engineering, ASCE, Vol.124, No.2, pp.149 – 155