33407 2304-6295 3 18 2014 1-152

PER RUS 5-8 Emanuel Institute of Biochemical Physics of Russian Academy of Sciences Zaikov Gennady Chembio@sky.chph.ras.ru

4, Kosygina st.,119334, Moscow Russia

My path of life and science ("Curriculum Vitae") for 80 years The unique autobiography of authority Russian scientist Gennady Efremovich Zaikov is presented in this paper. 10.18720/CUBS.18.1 69 curriculum vitae https://unistroy.spbstu.ru/article/2014.18.1/ 1_zaikov_18.pdf

RAR RUS 9-24 56297902900 0000-0003-2842-4633 OZIS-Venture LLC Ulybin Alexey Vladimirovich ulybin@mail.ru

St. Petersburg, Russian Federation

Peter the Great St. Petersburg Polytechnic University Zubkov Sergey svzubkov@mail.ru Peter the Great St. Petersburg Polytechnic University Sudar Olga SudarOlga@mail.ru

29 Politechnicheskaya St., St. Petersburg, 195251, Russia

Peter the Great St. Petersburg Polytechnic University Laptev Egor egor.gorchak@gmail.com Standard and alternative methods of determination of the strength of brick at inspection of buildings and structures Methodsof determining the strength of bricks at inspection of stone buildings and structures are considered in this article. Their advantages and disadvantagesare described.Results of determination of the strengthof a brick by various methods on real objects are presented.The assessment of dispersion of strengthof a bricktested by a standard methodand cylindrical samples drilled from masonry is executed. Results of experiments on brick test by various methods, executed on the samples selected from structuresand acquired at brick factory,are presented. The connection betweenthe strength of samples,coring from stretcher face of bricks,and strength,received by a standard method, is revealedas a result of research of a modern brick. 10.18720/CUBS.18.2 69 strength of brick inspection of stone structures test of masonry coring dispersion of strength of a brick https://unistroy.spbstu.ru/article/2014.18.2/ 2_sudar_18.pdf

RAR RUS 25-37 Saint Petersburg State Technological University of Plant Polymers Antonov Ivan antonovivv@yandex.ru Peter the Great St. Petersburg Polytechnic University Shishkin Aleksandr aishishkin@yandex.ru Peter the Great Saint Petersburg Polytechnic University Chusov Alexander chusov17@mail.ru

Polytechnicheskay, 29

Methodology of rationing of admissible dumps on the basis of geoinformation modeling system In article approach to rationing of anthropogenousload of water objects with application of the modeling program GIMS-river complex is described. The algorithm considers perfection of used technologies in the main production and treatment facilities. The technology is estimated on a number of criteria oncompliance of the best available technology (BAT). Loading rationing from all water users of the considered natural and territorial complex (NTC) consists in observance of standards of quality of water in water objects. As hardware in work the program GIMS-river complex is described. The complex includes three blocks: information (database), geoinformation (a set of digital layers with attributive information) and modeling (a set of models for calculation of loading and establishment of standards). The offered technique and the software product are approved on PTK "The Ladoga lake -JSC Syassky Pulp and Paper Mill. Also this complex can be used for projected and being stood objects. 10.18720/CUBS.18.3 69 best available technologies (BAT) geoinformation systems (GIS) natural and technical complex (NTC) ecological rationing of anthropogenous load technological rationing of anthropogenous load https://unistroy.spbstu.ru/article/2014.18.3/ 3_antonov_18.pdf

RAR RUS 38-56 Peter the Great St. Petersburg Polytechnic University Kazakova Violetta veta0792@mail.ru

29 Politechnicheskaya St., St. Petersburg, 195251, Russia

Peter the Great St. Petersburg Polytechnic University Tereshchenko Aleksandr alexxxander97@gmail.com Peter the Great St. Petersburg Polytechnic University Nedviga Ekaterina nck@bk.ru

29 Politechnicheskaya St., St. Petersburg, 195251, Russia

The high-rise buildings fire safety The high-rise buildings and structures are exposed to the especial danger due to the features of their design, function, construction technology and the further exploitation. These buildings are technologically complicated and they refer to objects with higher level of risk. Research objective is to compose the recommendation providing high-rise buildings and structures fire safety. As part of this goal, two problems to be solved: - to identify the basic requirements for fire safety in high-rise multifunctional buildings; - to evaluate existing fire protection standards for designing unique buildings with different functional groups of premises. Comparison of the existing fire protection design standards for unique buildings with different functional areas was done. 10.18720/CUBS.18.4 69 fire safety high-rise buildings unique buildings evacuation fire https://unistroy.spbstu.ru/article/2014.18.4/ 4_kazakova_18.pdf

RAR RUS 57-71 Peter the Great St. Petersburg Polytechnic University Ptuhin Ivan ivan_ptuhin@mail.ru Saint-Petersburg State Polytechnical University Morozova Tatiana t.f.morozova@yandex.ru

Russia, 195251, St.Petersburg, Polytechnicheskaya, 29

Peter the Great St. Petersburg Polytechnic University Rakova Xeniya p4uik@mail.ru

29 Politechnicheskaya St., St. Petersburg, 195251, Russia

Formation of responsibility of participants of construction for violation of calendar terms of performance of work on the PERT method In this article the question of formation and definition of responsibility of participants of construction for untimely performance of work according to the project at a stage of implementation of the investment and construction project is considered. Untimely performance of construction works is a factor which reducesoverall performance of all design and construction conveyor. In operation and estimates of responsibility of their performers are devoted to research of the reasons of inopportuneness of performance of construction works, influence of inopportuneness of performance of separate works on terms of delivery of object many works of domestic and foreign scientists. At the same time some questions of formation of responsibility of participants ofconstruction needfurther studyand justification. In article the question of application of executive schedule diagrams and a method of statistical modeling of PERT for formation and definition of responsibility of participants of construction for untimely performance of work according to the project at astage of implementation of the investment and construction project is considered. The proposedapproach will allow to make reasonably administrative decisions and will reduce time of their acceptance. 10.18720/CUBS.18.5 69 strength of brick inspection of stone structures test of masonry coring dispersion of strength of a brick https://unistroy.spbstu.ru/article/2014.18.5/ 5_ptuhin_18.pdf

RAR RUS 72-81 Saint-Petersburg State Polytechnical University Avsiukevich Anastasiia anastasiia.spb@gmail.com

Russia, 195251, St.Petersburg, Polytechnicheskaya, 29

Integral rating of efficiency of commercial apartment buildings construction The issue of development of integral indicator of efficiency of ICP is discussed in the research. The issue is discussed in term of construction of commercial apartment building in the form of state and private partnership. The analysis of theoretical works was carried out. The advantages and disadvantages of classic model are shown. The economic indicators and theindicator of participation are suggested to be introduced into classic model. The main dependences for particular indicators and integral indicator of efficiency of ICP are shown. The conclusion about necessity of carrying out the integral indicator of efficiency of ICP, in case of commercial apartment buildings and state and private partnership was done. 10.18720/CUBS.18.6 69 investment and constructive project (ICP) commercial apartment building integral indicator of efficiency of ICP net present value discount profitability index discount pay-back period internal rate of return indicator of participation https://unistroy.spbstu.ru/article/2014.18.6/ 6_avshukevich_18.pdf

RAR RUS 82-92 Peter the Great St. Petersburg Polytechnic University Soldatenko Tamara soldatenko_tn@bk.ru Peter the Great Saint Petersburg Polytechnic University Bykova Iuliia y.b.v.9464@gmail.com

Polytechnicheskay, 29

Peter the Great St. Petersburg Polytechnic University Dzonik Ekaterina Peter the Great St. Petersburg Polytechnic University Fidrikova Anastasia nastyafidry@gmail.com

29 Politechnicheskaya St., St. Petersburg, 195251, Russia

Comparative analysis of methods for estimating the project risks of unique buildings and structures The article is devoted to a comprehensive study of methods for risk assessment of investment and construction project. The absence of a universal method of evaluation determined the relevance of the work. The task was to explore the types of risks ICP and methods of evaluation, especially to explore methods of quantitative risk analysis. The object of the study was a construction of unique buildings and structures.The main types of risks inherent in all investment projects and in particular the building have been identified. Special attention to the quantitative methods of risk assessment was given. Some of them were analyzed by the example in relation to investment and construction projects.Selection of the normal distribution to describe the accidental changing of settings was justified in thearticle. It was concluded that the formation representative samples for study may be effected by the Monte Carlo method. 10.18720/CUBS.18.7 69 investment and construction project unique buildings risks the method of assessment quantitative risk analysis probability distribution the Monte Carlo method https://unistroy.spbstu.ru/article/2014.18.7/ 7_bykova_18.pdf

RAR RUS 93-103 Peter the Great St. Petersburg Polytechnic University Gorelik Polina Polina23707@gmail.com

29 Politechnicheskaya St., St. Petersburg, 195251, Russia

Peter the Great St. Petersburg Polytechnic University Zolotova Julia yszolotova@gmail.com

29 Politechnicheskaya St., St. Petersburg, 195251, Russia

Modern thermal insulation materials and some features of their application Energy-efficiency improvement and energy-saving are in a high priority in Russian energy policy today. As a result, there is the huge assortment of insulation materials of different types and brands in the construction material market. Occasionally a huge variety of these materials is able to bedevil the consumer. Every manufacturer of definite material in its own promotional information describe benefits of its material without heeding rest material features, that makes structural use insufficiently effective or impossible in some cases. In this article main comparison principles of insulation materials, which allow consumers to choose the best suited variant according to features of higher priority, are presented. Main groups of thermal insulation materials are reviewed. In consequence of market analysis developed methods, presented in tabular form and optimized the choice according to wide range of characteristics. 10.18720/CUBS.18.8 69 thermal insulation materials energy-efficiency comparative characteristics thermal protection of buildings thermal conductivity https://unistroy.spbstu.ru/article/2014.18.8/ 8_gorelik_18.pdf

RAR RUS 104-116 Saint-Petersburg State Polytechnical University Maskaleva Vera vera.maskaleva@gmail.com

Russia, 195251, St.Petersburg, Polytechnicheskaya, 29

Bearing capacity of pile by the theoretical method, by methods of static and dynamic sounding The bearing capacity of single pile depends on the mechanical properties of the soil and the method of the device or a pile penetration. There are three methods of determining the bearing capacity of single piles: theoretical method, the dynamic method based on the results of the test pile driving and the method of static load test, which uses data obtained during loading pile static load sensing or soil. The article discusses the current methods of pile testing. The aim of this study was to compare the values of the bearing capacity of the pile by methods of static and dynamic sounding and on the theoretical method. The study showed advantages of each of the methods. 10.18720/CUBS.18.9 69 bearing capacity static sounding dynamic sounding driven pile pile testing https://unistroy.spbstu.ru/article/2014.18.9/ 9_maskaleva_18.pdf

RAR RUS 117-134 Saint-Petersburg State Polytechnical University Badanin Аndrey chinnab@mail.ru

Russia, 195251, St.Petersburg, Polytechnicheskaya, 29

Peter the Great St. Petersburg Polytechnic University Demchenko Yulia jdkgerl@mail.ru Аnisotropic shallow foundation An article is considered the carrying out of the comparative analysis of works connected with soils and construction of the foundations, as anisotropic bodies. In addition, it is given the comparison of rational construction of shallow foundations, in particular forms of the foot of plates of the band foundations and their forms in the plan. Anisotropy of soils is expressed in nonuniformity of bedding (a lens, inclusion, etc.). In plates, anisotropy is shown in the form of a plate or in nature of reinforcing, or at the same times both options of anisotropy. 10.18720/CUBS.18.10 69 shallow foundation slabby foundations band foundations anisotropy rational constructions of foundations https://unistroy.spbstu.ru/article/2014.18.10/ 10_demchenko_18.pdf

RAR RUS 135-144 Peter the Great St. Petersburg Polytechnic University Kolomiytsev Dmitry dmitriy.kolomiytsev@gmail.com Peter the Great St. Petersburg Polytechnic University Bulatov Georgiy gybulatov@mail.ru

29 Politechnicheskaya St., St. Petersburg, 195251, Russia

Osterberg method of testing high capacity bored-piles It is obvious that for high-rise building construction there should be added additional requirements not only for designing, but also for organization and technology for foundations and underground parts of the building. Only qualitative calculations and entire engineering of geotechnical solutions will let to make really safe construction. As a result of carried out analysis of literature, according to our view, due to appearance of new technologies and types of piles and also new requirements for increase of bearing capacity especially in high-rise building construction, aroused a necessity in application of new pile test methods which will allow setup of high capacity piles. Conducting of tests using hydraulic jacks and division of piles into segments isappropriate for high capacity piles when using standard test methods by vertical load is impossible technically or there is need to use huge anchor constructions, so using such methods is inappropriate economically and technically. The Osterberg cell is very simple mechanically, and made of a metal piston and cylinder that create an expandable chamber holding pressurized oil or water. The pressurized oil acts on the piston, and taking into account that the piston is usually not less 800 mm in diameter, the Osterberg cell can apply relatively large loads for low hydraulic pressures. Loads of more than 2700 t.can be reached with the largest cells. Characteristics of piles after tests with load cells are close to piles, which were not exposed testing, because residual stress in pile is less than the ones, which are left after applying full vertical load in standard tests. 10.18720/CUBS.18.11 69 load cell osterberg cell high rise building vertical load osterberg method bearing capacity load test deep foundation pile foundation high rise building construction https://unistroy.spbstu.ru/article/2014.18.11/ 11_kolomiytsev_18.pdf

RAR RUS 145-152 Peter the Great St. Petersburg Polytechnic University Tarasevsky Philipp 89213886908@mail.ru

29 Politechnicheskaya St., St. Petersburg, 195251, Russia

6508255564 0000-0002-3054-1786 Peter the Great St. Petersburg Polytechnic University Badenko Vladimir Lvovich vbadenko@gmail.com

St. Petersburg, Russian Federation

Evaluation of land parcels with drainage systems for its renovation Calculation of complex evaluation of land drainage plots (ME criteria) is carried out on the base of Saaty pairwise comparison method. In the case this method involves pairwise comparisons of 4 criteria (TC, EC, SC and ECC) to create a ratio matrix. It takes as an input the pairwise comparisons and procedures the relative weights as output. Specifically, the weights are determined by normalizing the eigenvector associated with the maximum eigenvalue of the ratio matrix. Complex evaluation of land drainage plots is carried out for two special cases: 1) in case of ecological criterion is more important; 2) in case of economical criterion is more important. The use of method of multi-criteria assessment for definition the index of multiple evaluations allows creating integrated description of current state of the drainage areas. 10.18720/CUBS.18.12 69 сalculation drainage systems https://unistroy.spbstu.ru/article/2014.18.12/ 12_tarasevskij_18.pdf