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., DSc.4,d, Rahmonov Emomali, PhD.5,e, 1,2,3,4,5 Moscow state university of civil engineering, 129337, Russia, Moscow, Yaroslavskoye shosse, 26 avolkov@mgsu.ru, bvitolch@gmail.com,cr.kazarian@mail.ru, d fahratov@mail.ru, eemomali75@mail.ru Keywords: system «Man - Knowledge - Metods, MKM», useful and pathogenic strains, forced to adapt, physiological state of a person, activity this person, environment (the result-situational space), parity, antropotechnology.

Acknowledgements The authors wish to acknowledge the financial support of Guangdong Natural Science Foundation (S2011010001225), and Center of Guangdong University Civil Engineering and Technology Development.

Elastic-Plastic Time History Analysis of MR Damping Structure Based on LQG Algorithm Yu-Liang Zhao1, a, Zhao-Dong Xu1, b * 1Civil Engineering School Southeast University, Nanjing 210096, China ayliangzh@163.com, bxzdsubmission@163.com Keywords: MR damper, LQG, Single component model, Elastic-plastic analysis.
Hence they have been studied by a number of researchers for seismic protection of civil structures [2-4].

Acknowledgement All the measurements were supported by Skanska company, department of civil engineering – monolithic construction.

The research of the waste sludge with the content of hazardous substances solidification using cement matrix Bozena Dohnalkova1,a 1Brno University of Technology, Faculty of Civil Engineering, Veveri 331/95, 602 00 Brno, Czech Republic adohnalkova.b@fce.vutbr.cz Keywords: cement matrix, binder, waste, hazardous substances, leachabiity, compressive strength.

Evaluation of the Effect of Impregnation Coatings on Concrete Protection SEDLÁČEK Lukas1,a, FLÁDR Josef 2,b* and BROUKALOVÁ Iva3,c 1,2,3Czech Technical University in Prague, Faculty of Civil Engineering, Department of Concrete and Masonry Structures, Thakurova 7, Praha 6, Czech Republic alukas.sedlacek@fsv.cvut.cz, bjosef.fladr@fsv.cvut.cz, civa.broukalova@fsv.cvut.cz *corresponding author Keywords: concrete, hydrophobic impregnation, durability, absorbability Abstract.

Introduction Conventional steel and concrete piles are widely applied in civil engineering industries with long time experience and many advantages.

Salt Attack Effects on the Shear Behavior of Masonry: Preliminary Results of an Experimental Campaign Cristina Gentilini1,a*, Antonio Maria D’Altri1,b, Marco Amato1,c, Paolo Zanotti1,d Franco Favaro2,e and Stefano de Miranda1,f 1Department of Civil, Chemical, Environmental and Materials Engineering – DICAM, University of Bologna, Viale del Risorgimento 2, 40136 Bologna, Italy 2Terreal Italia s.r.l., Strada San Dono 80, 30033 Noale (VE), Italy acristina.gentilini@unibo.it, bantoniomaria.daltri2@unibo.it, cmarco.amato@studio.unibo.it, dpaolo.zanotti4@studio.unibo.it, ef.favaro@sanmarco.it, fstefano.demiranda@unibo.it *corresponding author Keywords: Masonry triplets; Moisture; Rising damp; Sodium Chloride; Pre-compression; Shear behaviour; Friction; Cohesion.

Department of Civil Engineering, Monash University and Mineral Policy Institute (2009)

Application of a Magnetic Resin (MIEX) in Raw Water Jianwei Ma1, a, Yarui Song1,a (1Northest Petroleum University, Institute of Civil Engineering and Construction, Da Qing, 163318, China) aSongyr2003@163.con Keywords: Magnetic ion exchange resin; Coagulation; Natural organic material Abstract The objective of this research was to compare enhanced coagulation with anion exchange for removal of natural organic matter (NOM) and bromide.