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Experimental Investigation on Strengthening Of Soft Clay Brick Masonry Columns under Compression with Fiber-Reinforced Inorganic and Organic Matrixes Gaddam Pruthvi Raj1,a*and Kolluru V.L Subramaniam2,b 1Project Researcher, Department of Civil Engineering, The University of Tokyo, Tokyo, Japan. 2Professor, Department of Civil Engineering, Indian Institute of Technology, Hyderabad, India.
Lignola et al., “Performance assessment of basalt FRCM for retrofit applications on masonry,” Composites Part B: Engineering, vol. 128. pp. 1–18, 2017, doi: 10.1016/j.compositesb.2017.05.003

Research on Mechanisms and Ground Uplifting Effects by Grouting Taken the Grouting-Soil-Building Interaction into Account You Wang a, Xinghua Wang b and Min Zhang c School of Civil Engineering and Architecture, Central South University, Changsha, 410075, China aywang1920@hotmail.com, bxhwang@mail.csu.edu.cn, czhangmin021410@126.com Keywords: Grouting-Soil-Building Interaction; Grouting; Uplifting; Finite Difference Method Abstract.
Acknowledgements The authors appreciate the support of Central South University Postdoctor, 6th Engineering Bure of China Railway Group Limited, and Hunan Provincial Natural Science Foundation of China (10JJ4035).
Zhang: China Civil Engineering Journal, Vol. 40 No. 8 (2007), p. 79-84.

Impact of Thermal Insulation and Type of Windows on Energy Demand of Buildings with Passive House Standard Milos Knezevic1,a, Meri Cvetkovska2,b*, Strahinja Trpevski3,c, Andrej Andreev4,d Ana Trombeva Gavriloska3,e and Marijana Lazarevska2,f 1University of Podgorica, Faculty of Civil Engineering, Cetinjski put bb, Podgorica, Montenegro 2University Ss.
Cyril and Methodius in Skopje, Faculty of Civil Engineering, Partizanski odredi 24, 1000 Skopje, Republic of Macedonia 3University Ss.
Features of energy efficient upgrade of historic buildings (illustrated with the example of Saint-Petersburg) (2014) Journal of Applied Engineering Science, Vol. 12 (1), pp 1-10 [7] Standards: MKC EN 410:200; MKC EN 673/A1/A2:2006; MKC ISO 6946:2009; MKC EN ISO 9288:2008; MKC EN ISO 13788:2006; MKC EN ISO 13947:2009; DIN 277; DIN V 4108-4; DIN EN 1283; DIN EN 13363 ; DIN EN 13829; DIN EN ISO 13790:2004; DIN ISO 13370 ; DIN V 18599-2; DIN V 4180-6; DIN EN ISO 10211-1:1995; DIN V 4701-10; DIN EN ISO 6946:1996 [8] Andreev A., Parametric analysis of the energy demand in buildings with Passive House standard, Master thesis, University Ss.

Introduction The increasing demand in lowering maintenance costs in engineering structures made of composite materials (e.g. aeronautics) contributes to the growing development of structural health monitoring systems.
References [1] Hoła J., Schabowicz K., State-of-the-art non-destructive methods for diagnostic testing of building structures – anticipated development trends, Archives of Civil and Mechanical Engineering 10(3), 2010, p.5-18 [2] Raišutis R., Jasiūnienė E., Šliteris R., Vladišauskas A., The review of non-destructive testing techniques suitable for inspection of the wind turbine blades, Ultrasound Journal Vol. 63, № 1, 2008, p.26-30 [3] Rao D., Pawar M.R., Review of nondestructive evaluation techniques for FRP composite structural components, Civil Engineering, 2007 [4] Hellier C., Handbook of Nondestructive Evaluation, McGraw-Hill, New-York, 2001 [5] Kuhn E., Emmanuel Valo E., Herve P., A comparison between thermosonics and thermography for delamination detection in polymer matrix laminates, Composite Structures 94 (2012) 1155–1164 [6] Kromine A.K., Fomitchov P.A., Krishnaswamy S., Achenbach J.D., Laser ultrasonic detection of surface breaking discontinuities: scanning laser source

Properties of a Sandwich Thermal Insulation Composite with Silica Aerogel Jan Fořt 1, a *, Milena Pavlíková 1, b, Jaroslav Pokorný 1, c, Anton Trník 1, d and Zbyšek Pavlík 1,e 1 Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic ajan.fort.1@fsv.cvut.cz, bmilena.pavlikova@fsv.cvut.cz, cjaroslav.pokorny@fsv.cvut.cz, danton.trnik@fsv.cvut.cz, epavlikz@fsv.cvut.cz Keywords: aerogel insulation; magnesium board; hygric properties; thermal conductivity.
Authors’ brief introduction The authors are members of the Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic.

Influence of Grain Size on the Surface Heave Due to Sodium Chloride Internal Crystallization Babacar Diouf1,a* 1Université Gaston Berger, Department Civil Engineering, Institut Polytechnique Saint-Louis, Senegal a*babacar2.diouf@ugb.edu.sn Keywords: salt crystallization, surface heave, subflorescence, evaporation, pore size, porous medium.
The internal crystallization of salts within porous media is a complex phenomenon that has drawn major interest across disciplines such as geoscience, soil mechanics, civil engineering, and material conservation.
Chemical Engineering Science 109 (2014): 204-211

Dry Mix for Facade Self-Cleaning Silicate Paint Yakovlev G.I.1,a, Saidova Z.S.1,b, Ginchitskaya Yu.N.1,c, Kuzmina N.V.1,d, Trofimova D.A.1,e, Buryanov A.F.2,f, Elrefai A.E.M.M.3,g* 1Kalashnikov Izhevsk State technical university, 426069, Izhevsk, Studencheskaya Str. 7, Russia 2Moscow state university of civil engineering, 26, Yaroslavskoye shosse, Moscow, Russia 3Egyptian Russian University, Cairo, 87 El-Tahrir St., Egypt.
Journal of Materials in Civil Engineering. 2021.
Journal of building engineering. - 2020.

The mechanical performance analysis of steel truss in the fire and damage assessment after fire Jie Zeng a, Qian Yang, Bin Zhao, Dong-dong Liu Beijing University of Civil Engineering and Architecture, Beijing, China axywdb2000@sina.com Keywords: steel truss, fire resistance performance, hot-force coupling, damage assessment Abstract: At present, based on the fire test results of single components, the design method of structure fire resistance performance is put forward.
In the paper, the author regards the truss structure in practical engineering as the research object.
When calculating component temperature, the calculation formula in European standard [5] (EC3) is used: (1) (2) Specific heat capacity, Expansion coefficient and Density In a lot of research and engineering inspection, material specific heat capacity and expansion coefficient are influenced by temperature, but its effect is not big.
[4] Dong-ming Sun, Jun-wu Xia, in: Finite element and experimental analyses of restrained steel beam in complete process of heating and cooling, edited by Journal of Disaster Prevention and Mitigation Engineering, Vol. 30(2010), pp. 71-76 [5] Design of Steel Structures, Part 1.2: Structural Fire Design, edited by European Committee for Standardization (1993)

Evaluation of Ultimate Serviceable State of the Cross-sea Bridge Pier under Freeze-thaw and Erosion Coupling Effect Qianqiao Zhao Lu Jin Shandong University of Science and Technology, Resource and Environment School, Chian Shandong Qingdao 266590 zhaoqianqiao@126.com Keywords: cross-sea bridge; freeze-thaw and erosion coupling; Ottosen strength criterion; ultimate state evaluation Abstract: In order to put forward a durability assessment method of concrete structure based on the engineering calculation and analysis, combining with the characteristics of northern freezing coastal areas and the non-navigable spans bridge construction, the paper built the Ottosen strength criterion on concrete under freeze-thaw and erosion coupling effect.
Therefore, as to the bridge concrete structure under this kind of environment, it is necessary to do research about the structure damage on the bottom of the bridge and the stability of the whole bridge under the sea freeze-thaw and erosion effect, combining with the engineering structure and load condition. 1 The Ottosen Strength Criterion of Concrete under Freeze-Thaw and Erosion Coupling Efffect It has been found that the concrete sample changes greatly along with the increasing number of freeze-thaw cycles and erosion cycles.
(5) D1 is represented as the volume damage, D2 is represented as the distortion damage, is represented as the design value of the concrete axial compressive strength, are represented as the concrete stress invariants before the wet and dry cycles, is represented as the Lode Angle before the wet and dry cycles. 2 Analysis of Engineering Project 2.1 Project Overview The Qingdao cross-sea bridge is taken as an example to do the crack control analysis with the method obtained in this paper.
[3] China Civil Engineering Society.

Comparative Analysis of CRD Method and Three-bench Method with Temporary Invert Ribin Wang1, a, Xinni Lin1, b, Huaping Shao2, Junsheng Yang3 and Yuanliang Huang1, c 1 Electric automatization institute of Jinan University, Zhuhai, 519070, China. 2 Guangzhou Railway Group Corporation, Guangzhou, 510000, China. 3 School of Civil Engineering& Architecture, Central South University, Changsha, 410075, China.
CRD method and three-bench method with temporary invert, which are applied to shallow buried and large cross-section tunnel engineering, are discussed, and simulated by FLAC2D so as to study the variation feature of displacement field, surrounding rock disturbance and internal supporting force caused by the excavation.
Railway Engineering, 2010, 8:77-80 (In Chinese) [3] Liangjian Ma.