Controlling the pollution of BalikhlouChai River as one of the most important sources of water supply in Ardabil province in Iran is very significance and vital. The blocks were tested for their compressive strength, water absorption and efflorescence. During the period 2014-2017, quality diagnostics of the performed work was carried out on the sub-ballast layers of the above-mentioned line. Analysis results are compared (with and without account of material damping). 1.832 Search in: Advanced search. The results show that compressive strength in the concrete reinforced with steel fibers relies mainly on the quality of mortar. The results show that, for both cases (with and without final cover), FoS, as obtained from both the analysis, show a similar pattern, with the maximum FoS for low inclinations, especially those lower than 15.95°. Civil Engineering Journal (C.E.J) is a multidisciplinary, an open-access, internationally double-blind peer -reviewed journal concerned with all aspects of civil engineering. It is currently believable to achieve astounding molecule pressing and subsequently conform to the exhibition requests both in new and in the solidified states. First of all six stations were selected in the study zone and the sampling was performed over a 12 months period, and then the average of obtained parameters was compared with the standard values of Department of Environment in Iran. The calculations and the experiment verified that the critically controlled perimeter is at a distance of 1d. The Factor of Safety (FoS) was calculated by the Finite Element Method (FEM) using “PLAXIS 2D” software. Studies on the production of fragility curves on the high-speed railway bridges are limited. The relationship between architecture and nature in most of the current architectural theories is mostly referring to sustainability. They must show excessive urease work in conformity with inspiring calcium carbonate as calcite. The investigation revealed that fly ash-lime stabilization was capable of producing stabilized blocks meeting the standard requirements of Indian codes in terms of compressive strength, water absorption and efflorescence. The concrete strength emergency which started to pull in open consideration constrained the specialists to investigate the strength of concrete. In that trial with the aid of utilizing Bacillus megaterium MTCC1964 (105 cells/ml over blending water) or calcium lactate (5 g/lit) is utilized. First of all, framing decisions were made more organized and mature and at the same time increased in numbers, the key decisions were evaluated easier and in some cases divided into smaller decisions related to one or more criteria and then merged into a final concept, the enabler decision making was done more efficiently and faster because of better thought key decisions and the use of indicators for control. To solve the problem and to provide the homogenous condition, a series of thin fibers having been spread through the volume of concrete are used in the several last decades and they are called as fibers. With increase loading, micro cracks are linked together and form cracks. Contributions are reviewed from the professional point of view. According to the results of this study, 3 zones for the safe and 3 zones for the contaminated areas in the study region of river basin were determined which respectively the numerical values of 1, 0.85 and 0.75 for the safe zones and 0.2 and 0.1 and about zero values for the contaminated zones were calculated. This article is a dimensioning study of the landfill locker dike of the city of Casablanca, where the geotechnical parameters of waste have particular limitations, theses limitation are a common characteristic for most developing countries. It includes design and construction of major facilities including buildings, bridges, highways, transit systems, water quality and treatment systems, waste water management, hazardous waste management, air pollution control, structure analysis, recycling, waste disposal, radiation protection industrial hygiene, environmental sustainability, and public health issues. Editorial office accepts contributions in English language not published up to now. The performance of fibers has been studied how to increase compressive strength, tensile strength, and bending strength. Nonlinear analysis was based on the Newton-Rapson method. Then the basic maps were prepared and the information layers were incorporated into the SMCE model. Finally, the zoning map of BalikhlouChai River specified in terms of pollution and river health in two contaminated and safe areas in the study basin. In order to analyze data, was used Nvivo software. The results revealed that a combination of 10 % fly ash with 10 % lime was enough to stabilize the soil to achieve the strength of a class 20 block whereas a combination of 10 % fly ash and 14 % lime was required to achieve the strength of a class 30 block. The study investigated the durability performance of lime and fly ash stabilized lateritic soil blocks subjected to conditions of alternate wetting and drying. Global Journal of Civil and Environmental Engineering is a multi-disciplinary, peer-reviewed journal covering all areas of energy and environment related fields that apply to the science and engineering communities. Numerical analysis is carried out for the structure together with soil in earthquake load using developed FE of viscous damping. Most of the railway lines in Slovakia were built in the second half of the 19th century, or until 1918 (the establishment of Czechoslovakia). The journal is seeking to provide a platform for engineers and academicians all over the world to promote, share, and discuss various new issues in civil and environmental fields. In the utmost current decade, the usage of Additional Cementing Materials (ACMs) has become a vital piece of high quality and superior concrete mix design. The results demonstrate that the concrete reinforced with steel fibers increase tensile strength considerably. Nevertheless, the validation of this model is conditioned by a geometric modification (weakening the lateral slope of the landfill, by moving the dikes by 3 m) and the improvement of the mechanical characteristics of the soil of the peripheral dike, through replacing the material with the compacted clay. The selected computational approach of nonlinear analysis allows to capture the change of stiffness after the creation of cracks and modelling the shear punch failure of the slab - the collapse of the structure. Editor-in-ChiefJozef Melcer, University of Žilina, Slovakia, Editorial Advisory BoardBenin V. Andrei, St. Petersburg State University of Transport, Saint-Petersburg, RussiaČelko Ján, University of Žilina, Žilina, SlovakiaDrusa Marián, University of Žilina, Žilina, SlovakiaĎurica Pavol, University of Žilina, Žilina, SlovakiaFerrero Anna Maria, Università Degli Studi di Torino, Torino, ItalyGrzeszczyk Stefania, Opole University of Technology, Opole, PolandIžvolt Libor, University of Žilina, Žilina, SlovakiaIžvoltová Jana, University of Žilina, Žilina, Slovakia Juhaszova Magdalena, NIH National Institute on Aging (NIA), USAKorjenic Azra, Vienna University of Technology, Vienna, AustriaLakušić Stjepan, University of Zagreb, Zagreb, CroatiaMelcer Jozef, University of Žilina, Žilina, SlovakiaMikolaj Ján, University of Žilina, Žilina, SlovakiaPetkova-Slipets Rositsa, Varna Free University, Varna, BulgariaPlášek Otto, Brno University of Technology, Brno Czech RepublicRadenberg Martin, Ruhr University Bochum, Bochum, GermanyRekus Donatas, University of Applied Science, Kaunas, LithuaniaSegalini Andrea, Università Degli Studi di Parma, Parma, Italy Simos Theodore, President of the European Society of Computational Methods in Sciences and Engineering, GreeceTywoniak Jan, Czech Technical University in Prague, Prague, Czech RepublicVaitkus Audrius, Vilnius Gediminas Technical University, Vilnius, LithuaniaVičan Josef, University of Žilina, Žilina, SlovakiaWald František, Czech Technical University in Prague, Prague, Czech RepublicLi Fei, Zhongnan University of Economics and Law, Wuhan, ChinaVatulja Gleb, Ukrainian State University of Railway Transport, Kharkiv, UkraineTechnical EditorsAdriana Halašová, University of Žilina, Slovakia, ContactEditor-In-Chief: jozef.melcer@uniza.sk Technical Editor: adriana.halasova@uniza.sk, PublisherDe Gruyter PolandBogumiła Zuga 32A Str.01-811 Warsaw, PolandT: +48 22 701 50 15, https://content.sciendo.com uses cookies to store information that enables us to optimize our website and make browsing more comfortable for you.

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