Search results

Filters

  • Journals
  • Authors
  • Keywords
  • Date
  • Type

Search results

Number of results: 22
items per page: 25 50 75
Sort by:
Download PDF Download RIS Download Bibtex

Abstract

A multi-laminate constitutive model for soft soils incorporating structural anisotropy is presented. Stress induced anisotropy of strength, which is present in multi-laminate type constitutive models, is augmented by directionally distributed overconsolidation. The model is presented in theelastic-plastic version in order to simulate strength anisotropy of soft clayey soils and destructuration effects. Performance of the model is shown for some element tests and for the numericalsimulation of a trial road embankment constructed on soft clays at Haarajoki, Finland. The numerical calculations are completed with the commercial finite element code capable to performcoupled static/consolidation analysis of soils. Problems related to the initiation of in situ stress state, conditions of preconsolidation, as well as difficulties linked to estimation of the model parametersare discussed. Despite simple assumptions concerning field conditions and non-viscous formulationof the constitutive model, the obtained final results are of a sufficient accuracy for geotechnical practice.

Go to article

Authors and Affiliations

M. Cudny
Download PDF Download RIS Download Bibtex

Abstract

The Jurassic kaolinite-illite clays in Rozwady (Opoczno region) were exploited for the needs of the chamotte fireclay refractories plant in Opoczno built in the years 1926–1928. Until the World War II, these clays were a major component of ceramic sets used for manufacturing quartz-chamotte refractories applicable to steel-making ladles in the Upper Silesian steel works. In the year 1990, due to a drastically low demand for chamotte refractories in Poland, both the plant in Opoczno and the Mroczków-Rozwady clay underground mine were shut down. However, recent years have brought about a renewed interest in exploiting the Opoczno clays for the domestic ceramic industry. Clay mining was initiated in 2014 in the new open pit in Borkowice and has also continued as of 2017 exploiting the Rozwady I deposit. In the clay raw material of Rozwady, kaolinite clearly predominates over illite, among the non-clay minerals quartz occurs in variable quantities, whereas the organic matter is a permanent but minor component. The quantity of the organic matter varies within the deposit and forms the basis to distinguish light and dark colored clays. Considering the petrographical reasons, the raw material of Rozwady represents rocks intermediate between claystones and mudstones. The Rozwady clays have been used by many plants producing tiles within the Opoczno region and it is predicted that their use will increase, as the prices of the clay raw materials imported from Ukraine is constantly growing and the cost of their transport is substantial.

Go to article

Authors and Affiliations

Piotr Wyszomirski
Download PDF Download RIS Download Bibtex

Abstract

The study of herbicide dynamics in the soil and their interaction with the components of the environment makes it possible to ensure the selectivity of crops and the agronomical efficiency. The aim of this research was to evaluate the influence of soil physicochemical properties on the emergence and growth of soybean, with pre-emergence application of various saflufenacil rates. An experiment was carried out in a greenhouse with a completely randomized design, testing different soil types containing “Erechim”, “Santa Maria” and “Eldorado do Sul”, at different saflufenacil rates: 0, 12.5, 25, 50, 100, 200, 400 g a.i. · ha–1. The application was performed 1 day after soybean sowing, and analyzed variables were: the phytotoxicity emergence of seedlings, dry mass and height of the soybean. The saflufenacil effective dose of 50% response in soybean (ED50) and the characteristics of the soils showed that the soil contained clay and sand which were the components most related to the saflufenacil availability to the plants. A lower ED50 by phytotoxicity to the soybean was found in soil with lower and greater content of clay and sand, respectively. The physicochemical properties of soil influenced the saflufenacil activity, having greater potential of injury to soybean in the soil from Eldorado do Sul, due to its clay and sand content.
Go to article

Authors and Affiliations

Geovana Facco Barbieri
1
Cassiano Salin Pigatto
1
Glauco Pacheco Leães
2
Nelson Diehl Kruse
2
Dirceu Agostinetto
1
André da Rosa Ulguim
2

  1. Plant Protection Department, Federal University of Pelotas, Av. Eliseu Maciel, 96160-000, Capão do Leão, Rio Grande do Sul, Brazil
  2. Plant Protection Department, Federal University of Santa Maria, Av. Roraima, 1000, 97105-900, Santa Maria, Rio Grande do Sul, Brazil
Download PDF Download RIS Download Bibtex

Abstract

Many open-pit mines are gradually converted to underground mining, the problem of roadway surrounding rock damage caused by expansive soft rock is becoming increasingly problematic. To study the seasonal evolution of expansive rock mass containing clay minerals, an underground mine transferred from an open-pit was selected as the experimental mine. The experimental results of SEM electron microscopy and X-ray diffraction confirmed that the surrounding rock of the main haulage roadway contains a large number of expansive clay minerals. The expansive grade of the main transport roadway’s surrounding rock could then be identified as the medium expansive rock mass, which has a large amount of exchangeable cation and strong water absorption capacity, based on the combined test results of dry saturated water absorption and free expansion deformation. The water swelling can cause the roadway to considerably deform, and then the surrounding rock will have strong rheological characteristics. From the research results in the text, the seasonal evolution law of the main haulage roadway in the experimental mine was obtained, and the deformation law of the expansive rock mass under different dry and wet conditions was revealed. The research results provide a reference for studying the stability evolution law of expansive soft rocks in underground mines.
Go to article

Authors and Affiliations

Hongdi Jing
1 2
ORCID: ORCID
Fuming Qu
3
ORCID: ORCID
Xiaobo Liu
3
ORCID: ORCID
Guangliang Zhang
4
Xingfan Zhang
1 2
Xinbo Ma
4

  1. Chinese Academy of Sciences, Shenyang Institute of Automation, Shenyang 110016, China
  2. Chinese Academy of Sciences, Institutes for Robotics and Intelligent Manufacturing, Shenyang110169, China
  3. University of Science and Technology Beijing, Beijing 100083, China
  4. Northeastern University, Shenyang 100083, China
Download PDF Download RIS Download Bibtex

Abstract

It is well known that if plastic wastes are not well managed, it has a negative impact on the environment as well as on human health. In this study, recycling plastic waste in form of strips for stabilizing weak subgrade soil is proposed. For this purpose, a weak clay soil sample was mixed with 0.2%, 0.3%, and 0.4% of plastic strips by weight of soil, and the experimental results were compared to the control soil sample with 0% plastic. Laboratory tests on the Standard compaction test, Unconfined compression test (UCS), and California bearing ratio (CBR) were conducted according to the American Society for Testing and Materials (ASTM). The results of the study reveal that there are significant improvements in the strength of weak soil stabilized with plastic waste strips. Accordingly, the Standard Proctor test shows that there is a small increment in the maximum dry density of the soil when it is mixed with plastic strips. The result from the CBR test shows that there is a significant increment of CBR value with the plastic strip content. The unconfined compressive strength test also shows that increasing the percentage of plastic strips from 0 to 0.4% resulted in increased strength of soil by 138% with 2 cm length plastic strips. Therefore, this study recommends the application of plastic strips for improvement of the strength of soft clay for subgrade construction in civil engineering practice as an alternative weak soil stabilization method.
Go to article

Authors and Affiliations

Worku Firomsa Kabeta
1
ORCID: ORCID

  1. Gdansk University of Technology, Faculty of Civil and Environmental Engineering, Narutowicza11/12, 80-233 Gdansk, Poland
Download PDF Download RIS Download Bibtex

Abstract

The landslide is located in Wronki. It covers the southern side on the bank of the Warta River and occupy an area of 500 m in length. The landslide was once again activated on August 22-23, 2018, causing numerous failures. The Warta River slope in the area of mass movements is built by non-construction embankments, under which the Poznan Miocene–Pliocene of quasi-layered structure lie. There are horizontal interlayers of sandy silts in these clays. The Warta drains water from a large area, and the runoff takes place mainly on the roof of clays. The slide surface of the landslide was precisely the roof of the Poznan clays. Bearing in mind the properties of the Poznan clays, such as relaxation, block disintegration, expansiveness features, the following were considered the direct causes of the failure: heavy rainfall that occurred after a drought, loading of the slope with indiscriminate cubature buildings, construction of a linear sewage system and periodically repeated vibrations caused by the implementation of neighboring investments. In order to identify the area, test boreholes were made, samples were taken for laboratory tests, and geodetic measurements were taken. Based on the obtained results, slope stability calculations were made and a measurement network was developed for systematic monitoring of geodetic displacements of control points. It was recommended to perform drainage to drain the slope and side of the Warta River, plant bushes, and make changes to the land development plan in order to prohibit further development of the area in the endangered zone.
Go to article

Authors and Affiliations

Michalina Flieger-Szymanska
1
ORCID: ORCID
Jerzy Sobkowiak
2
ORCID: ORCID
Katarzyna Machowiak
1
ORCID: ORCID
Dorota Anna Krawczyk
1
ORCID: ORCID

  1. Poznan University of Technology, Faculty of Civil and Environmental Engineering, Institute of Civil Engineering, Poznan, Poland
  2. Geomenos Jerzy Sobkowiak, Tomasz Sobkowiak Sp. j., Poznan, Poland; retired employee of Poznan University of Technology
Download PDF Download RIS Download Bibtex

Abstract

Zeolite has been successfully synthesized from clay and rice husk ash in the form of powder by using the hydrothermal method with variations in chemical compositions of alkaline solution and the amount of rice husk ash. The clay raw material was obtained from the Sidrap area of South Sulawesi and rice husk ash is obtained from the burning pile of rice husks. Sidrap clay and rice husk ash were activated using an alkaline solution of NaOH and varied rice husk ash and the addition of AlCl3. The addition of AlCl3, an alkaline solution of NaOH and H2O was used in the amount of 25.5 grams and variations of rice husk ash were 2.5 grams and 6.5 grams. Meanwhile, without the addition of AlCl3, an alkaline solution of NaOH and H2O was used for 20.5 grams and variations of rice husk ash from 2.5 grams and 6.5 grams. Then the mixture was then put into an autoclave with a temperature of 100°C for 3 hours. The basic material used in the manufacture of zeolite is carried out by X-ray Fluorescence (XRF) characterization to determine the constituent elements of basic material, which showed the content of SiO2 was 45.80 wt% in the clay and 93.40% in the rice husk ash. The crystalline structure of the zeolite formed was characterized by X-Ray Diffraction (XRD). It was found the resulting zeolite were identified as Zeolite-Y, Hydrosodalite, and ZSM-5. The microstructure properties of the resulting zeolite were determined by using Scanning Electron Microscopy (SEM).
Go to article

Authors and Affiliations

M. Armayani
1
ORCID: ORCID
Musdalifa Mansur
1
ORCID: ORCID
Reza Asra
1
ORCID: ORCID
Muh Irwan
1
ORCID: ORCID
Dhian Ramadhanty
1
ORCID: ORCID
Subaer Subaer
2
ORCID: ORCID
Mohd Mustafa Al Bakri Abdullah
3
ORCID: ORCID
Ikmal Hakem A. Aziz
3
ORCID: ORCID
B. Jeż
4
ORCID: ORCID
M. Nabiałek
4
ORCID: ORCID

  1. Universitas Muhammadiyah Sidenreng Rappang, Faculty of Sciences and Technology, Jl. Angkatan 45 lt. Salo No. 1A Macarowalie Rappang 91651, Indonesia
  2. Universitas Negeri Makassar, Faculty of Mathematics and Natural Sciences, Jl. Mallengkeri Raya Parang Tambung Kec Tamalate Kota Makassar 90224, Indonesia
  3. Universiti Malaysia Perlish (UniMAP), Centre of Excellence Geopolymer and Green Technology (CEGeoGTech), Perlis, Malaysia
  4. Częstochowa University of Technology, Faculty of Production Engineering and Materials Technology, Department of Physics, 19 Armii Krajowej Av., 42-200 Częstochowa, Poland
Download PDF Download RIS Download Bibtex

Abstract

The exploitation and processing of lignite in the Bełchatów region is connected with the formation of various mineral waste materials: varied in origin, mineral and chemical composition and raw material properties of the accompanying minerals, ashes and slags from lignite combustion and reagipsum from wet flue gas desulphurisation installations. This paper presents the results of laboratory tests whose main purpose was to obtain data referring to the potential use of fly ashes generated in the Bełchatów Power Plant and selected accompanying minerals exploited in the Bełchatów Mine in the form of self-solidification mixtures. The beidellite clays were considered as the most predisposed for use from the accompanying minerals , due to pozzolanic and sorption properties and swelling capacity. Despite the expected beneficial effects of clay minerals from the smectite group on the self-settling process as well as the stability of such blends after solidification, the results of physical-mechanical tests (compressive strength and water repellence) were unsatisfactory. It was necessary to use Ca (OH)2, obtained from the lacustrine chalk as an activator of the self-settling process It was necessary to use lacustrine chalk as an activator of the self-solidification process. The presence of calcium will allow the formation of cement phases which will be able to strongly bond the skeletal grains. Also, the addition of reagipsum to the composition of the mixture would contribute to the improvement of the physico-mechanical parameters. The elevated SO4 2– ion in the mixture during the solidification allows for the crystallization of the sulphate phases in the pore space to form bridges between the ash and clay minerals. The use of mixtures in land reclamation unfavourably transformed by opencast mining in the Bełchatów region would result in measurable ecological and economic benefits and would largely solve the problem of waste disposal from the from the operation and processing of lignite energy.

Go to article

Authors and Affiliations

Elżbieta Hycnar
Marek Waldemar Jończyk
Tadeusz Ratajczak
Download PDF Download RIS Download Bibtex

Abstract

This paper deals with the effects of modifications to clay-siliceous raw material from Dylągówka (Dynów foothills, SE Poland), which alter the rheological properties of its water suspensions. The investigations were carried out on three samples collected from various depths of the deposit as they considerably differ in their contents of smectite and other minerals. The samples were either modified with soda or activated with sulphuric (VI) acid and used to prepare their water suspensions with various contents of solids. The suspensions were subject to determinations of viscosity and flow curves. Dependencies of three variables of the suspensions (rheological properties, mineral composition of the solid phase, and the modifications introduced) were assessed on the basis of: the contents of the solid phase in the suspensions required to obtain a viscosity of 1000 mPas; hypothetical, calculated thixotropic energy. These show that the amount of solids in the water suspension required to obtain the required viscosity is considerably lower in samples with higher contents of smectite and in those activated with sodium. In turn, the acid activation that partially alters smectite towards a protonated silica gel decreases the viscosity and thixotropy of the suspensions, which was confirmed in the studies of mid-infrared spectroscopy. The conducted studies provide important information needed in designing the mineral composition of drilling fluids and others applications.
Go to article

Authors and Affiliations

Wojciech Panna
1
ORCID: ORCID
Joanna Mastalska
2
ORCID: ORCID
Sebastian Prewendowski
1
ORCID: ORCID
Łukasz Wójcik
2
ORCID: ORCID

  1. University of Applied Sciences in Tarnów, Poland
  2. AGH University of Science and Technology, Kraków, Poland
Download PDF Download RIS Download Bibtex

Abstract

The paper presents the results of laboratory tests concerning the possibility of utilizing activated carbons produced in Poland, as well as of non-conventional adsorbents, such as modified Clarion clay and clinoptylolite, for removing methylene blue from water. The objective of tests carried out was a quantitative formulation of the adsorption process, as well as the determination of the effects of various factors on its course. The attempt was taken to solve the tasks defined in the objective of the study using model experimental systems. The methylene blue solution in concentration 20 mg/dm', prepared on the basis of distilled water, was used as adsorbate. Adsorption processes, conducted in batch mode (in no-flow conditions), were best described by the Freundlich isotherms. On the basis of the isotherms the adsorptive capacity of tested adsorbents was calculated. The throughflow conditions were realized by a columnar filtration method. On the basis of obtained results the breakthrough curves (isoplanes) were plotted. The adsorptive capacities, determined on the basis of isoplanes reached 27--41 mg/g, 14.89 mg/g and 5.54 mg/g for activated carbons, modified Clarion clay and clinoptylolite, respectively. Exit curves (isoplanes) served for defining the mass transfer zone (the adsorption front height), a., well as for calculating the mass-exchange-zone moving rate. Despite their inferior adsorptive characteristics the modified Clarion clay and clinoptylolite may be taken into account as shielding materials in relation to activated carbons.
Go to article

Authors and Affiliations

Jadwiga Kaleta
Download PDF Download RIS Download Bibtex

Abstract

Bentonites and clays are included in the group of drilling fluids materials. The raw materials are mainly clay minerals, which are divided into several groups, like montmorillonite, kaolinite, illite, biotite, muscovite, nontronite, anorthoclase, microcline, sanidine or rutile, differing in chemical composition and crystal lattice structure. Clay minerals have a layered structure forming sheet units. The layers merge into sheets that build up to form the structure of the mineral.

The aim of the studies carried out in the ŁUKASIEWICZ Research Network - Foundry Research Institute is to explore the possibility of using minerals coming from Polish deposits.

The article outlines the basic properties of hybrid bentonites, which are a mixture of bentonite clay called beidellite, originating from overburden deposits of the Turoszów Mine, and foundry bentonite from one of the Slovak deposits. As part of the physico-chemical tests of minerals, measurements included in the PN-85/H-11003 standard, i.e. montmorillonite content, water content and swelling index, were carried out. Additionally, the loss on ignition and pH chemical reaction were determined. Based on the thermal analysis of raw materials, carried out in the temperature range from 0 to 1000oC, changes occurring in these materials during heating, i.e. thermal stability in contact with liquid metal, were determined.

Examinations of the sand mixture based on pure clay and bentonite and of the sand mixture based on hybrid bentonites enabled tracing changes in permeability, compressive strength and tensile strength in the transformation zone as well as compactability referred to the clay content in sand mixture. Selected technological and strength parameters of synthetic sands are crucial for the foundry, because they significantly affect the quality of the finished casting.

Based on the analysis of the results, the optimal composition of hybrid bentonite was selected.

Go to article

Authors and Affiliations

J. Kamińska
ORCID: ORCID
S. Puzio
ORCID: ORCID
M. Angrecki
ORCID: ORCID
Download PDF Download RIS Download Bibtex

Abstract

This paper presents the qualitative and quantitative characteristics of microstructures of Neogene clays from Warsaw, Poland. Scanning Electron Microscope (SEM) studies were used for the microstructural analysis of natural clays and clay pastes. Qualitative microstructural changes were observed: from a honeycomb microstructure for the initial clay paste to a turbulent microstructure for the dried paste. It was also noticed that water loss caused by the increase of the suction pressure had a significant impact on the microstructural transformations. Significant changes in the quantitative values of the pore space parameters were also observed. Increase of suction pressure and water loss caused a decrease in porosity and changes in the values of morphometric parameters, such as pore distribution; for example, a significant increase of the number of pores of 0−10 μm size and changes in the geometric parameters of the pore space were noticed with the increase of suction pressure. The pore space with larger isometric pores was modified into a pore space with the dominance of small anisometric and fissure-like pores. The increased degree of anisotropy from a poorly-oriented to a highly-oriented microstructure was also observed. After rapid shrinkage the reduction in the number of pores, maximum pore diameter, and total pore perimeter was recorded. The process of rapid water loss induced the closure of very small pores. A similar effect was observed during the increase of the suction pressure, where the closure of pore space of the clay pastes was observed very clearly.

Go to article

Authors and Affiliations

Emilia Wójcik
Jerzy Trzciński
Katarzyna Łądkiewicz-Krochmal
Download PDF Download RIS Download Bibtex

Abstract

The pattern of pore water pressure dissipation from the one-dimensional consolidation test significantly affects the calculated value of the coefficient of consolidation. This paper discusses the interpretation methodology for laboratory dissipation data from the oedometer test with the pore water pressure measurements or Rowe cell test. In the analysis, the gradient-based algorithm for finding the optimal value of the coefficient of consolidation is used against experimental results, obtained for various fine-grained soils. The appropriate value of coefficient of consolidation is considered as one with the lowest associated error function, which evaluates fitness between the experimental and theoretical dissipation curves. Based on the experimental results, two different patterns of the pore water pressure dissipation are identified, and the saturation of the specimen was found to be the key factor in describing the change in the patterns. For the monotonically decreasing dissipation curve, an inflection point is identified. The values of degree of dissipation at the inflection point are close to the theoretical value of 53.4%.
Go to article

Authors and Affiliations

Bartłomiej Szczepan Olek
1
ORCID: ORCID

  1. Krakow University of Technology, Faculty of Civil Engineering, Warszawska 24, 31-155 Kraków, Poland
Download PDF Download RIS Download Bibtex

Abstract

The mineralogy and chemistry of Upper Cretaceous-Lower Paleocene claystone sediments from Mardin and Batman, southeastern Turkey, were analyzed. The main mineral paragenesis in the Upper Cretaceous member formed chlorite-smectite (C-S) and illite, while the Lower Paleocene member occurred of chlorite-vermiculite (C-V) and vermiculite minerals. The clays were silica-poor but indicated high values of Al, Fe, Mg, Cr, Ni, V, and Zr. Lower contents of the alkali elements (Na, Ca, Mg, K) of the clayey sediments suggests a relatively denser weathering of the source area. The mineralogical compositions, major element ratios, trace, and rare earth element (REE ) contents of the sediments show that the Upper Cretaceous member consists of materials with a mainly felsic source lithology, while relatively contributions from basic sources are found in the Lower Paleocene unit. A comparison of the major and trace element contents of the phyllosilicate/clay minerals with the members revealed that the patterns of the clays were different from each other, although the enrichments/ decreases varied depending on the origin (basement rocks or detrital) of the derived rocks, minerals, and elements. REE content of clays increased from detrital to phyllosilicate/clay minerals of chemical/diagenetic/neoformation origin during the Lower Paleocene. During the Cretaceous and Tertiary periods, local or regional geodynamic and diagenetic events largely governed the rock sedimentation processes and provenance variations amongst Germav Formation members.
Go to article

Authors and Affiliations

Sema Tetiker
1
ORCID: ORCID

  1. Batman University, Turkey
Download PDF Download RIS Download Bibtex

Abstract

The disposal of industrial steel mill sludge in landfills has frequently received significant concern as the sludge has a very notable potential to contaminate soil surface and groundwater in the long run. Recently, the incorporation of industrial steel mill sludge into fired clay brick has become one of the promising alternative methods as it could produce a lightweight product while minimizing the environmental impact of the waste used. In this study, fired clay bricks as the most common building material were incorporated with 0%, 5%, 10% and 15% of steel mill sludge and fired at 1050°C (heating rate of 1°C/min). The manufactured bricks were subjected to physical and mechanical properties such as firing shrinkage, dry density, and compressive strength while the Toxicity Characteristic Leaching Procedure (TCLP) was conducted to analyze leaching behavior from the manufactured bricks. The results demonstrated that incorporation up to 15% of steel mill sludge reduces the properties up to 27.3% of firing shrinkage, 8.1% of dry density and 67.3% of compressive strength. The leaching behavior of Zn and Cu from steel mill sludge was reduced up to 100% from 7414 to 9.22 ppm (Zn) and 16436 to 4.654 ppm (Cu) after 15% of sludge incorporation. It was observed that high temperature during the firing process would improve the properties of bricks while immobilizing the heavy metals from the waste. Therefore, recycling steel mill sludge into construction building materials could not only alleviate the disposal problems but also promote alternative new raw materials in building industries.
Go to article

Authors and Affiliations

Noor Amira Sarani
1
ORCID: ORCID
Azini Amiza Hashim
1
ORCID: ORCID
Aeslina Abdul Kadir
1
ORCID: ORCID
Nur Fatin Nabila Hissham
1
ORCID: ORCID
Mohd Ikhmal Haqeem Hassan
1
ORCID: ORCID
M. Nabiałek
2
ORCID: ORCID
B. Jeż
2
ORCID: ORCID

  1. Universiti Tun Hussein Onn Malaysia, Faculty of Civil Engineering and Built Environment, 86400 Parit Raja, Batu Pahat, Johor, Malaysia
  2. Department of Physics, Faculty of Production Engineering and Materials Technology, Częstochowa University of Technology, Al. Armii Krajowej 19,42-200 Częstochowa
Download PDF Download RIS Download Bibtex

Abstract

In this globalized era, building materials play an essential role in the civil engineering field. Nowadays, with the increase in population, the demand for construction activities is also increasing. Polyethylene (PET) bottles are among the most widely used materials and cause an abundance of non-degradable waste, at about 0.94 million tonnes in Malaysia. One of the alternatives to reduce this waste's environmental impact is to incorporate it inside building materials such as brick and concrete. As PET bottles' recycling is highly promoted, the physical and mechanical properties of building materials made from PET bottles have also been reviewed. The data analysis shows that the compressive strength, flexural strength, split tensile strength and density of building materials decreases as the percentage of PET waste increases. However, other properties such as water absorption, initial absorption rate, and firing shrinkage increase proportionally with the PET waste. Besides, heavy metals in these building materials comply with the United States Environmental Protection Agency (USEPA) standards. It can be concluded that the percentage of PET waste incorporated into brick and concrete must be less than 5% and 2%, respectively, to produce suitable materials to provide alternatives in reducing and recycling PET waste.
Go to article

Authors and Affiliations

Mohd Ikhmal Haqeem Hassan
1
ORCID: ORCID
Aeslina Abdul Kadir
1 2
ORCID: ORCID
Intan Seri Izzora Arzlan
1
ORCID: ORCID
Mohd Razali Md Tomari
3
ORCID: ORCID
Noor Azizi Mardi
3
ORCID: ORCID
Mohd Fahrul Hassan
4
ORCID: ORCID
Mohd Mustafa Al Bakri Abdullah
2
ORCID: ORCID
M. Nabiałek
5
ORCID: ORCID
B. Jeż
5
ORCID: ORCID

  1. Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia (UTHM), 86400 Parit Raja, Batu Pahat, Johor, Malaysia
  2. Center of Excellent Geopolymer and Green Technology (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Malaysia
  3. Faculty of Electric and Electronic, Universiti Tun Hussein Onn Malaysia (UTHM), 86400 Parit Raja, Batu Pahat, Johor, Malaysia
  4. Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia (UTHM), 86400 Parit Raja, Batu Pahat, Johor, Malaysia
  5. Department of Physics, Faculty of Production Engineering and Materials Technology, Częstochowa University of Technology, Al. Armii Krajowej 19,42-200 Częstochowa
Download PDF Download RIS Download Bibtex

Abstract

The process of sorption of chromium(III) ions with a stationary sorbent layer of bentonite clays was investigated. The main advantages of using bentonites in water purification technologies are described: powerful geological reserves, cheap process of rock extraction, easy preparation for transportation and use, possibility of using waste sorbents in other technol-ogies that is why there is no need in costly regeneration. The influence of various factors (process duration, an adsorbent layer) on the degree of wastewater purification from chromium ions, the effect of pumping speed on the dynamic capacity of the sorbent was studied and the effective volume was determined. The adsorption efficacy increases with the increase of the adsorbent layer, what can be explained by the development of the active sorption surface. As the initial concentration of chromium ions increases, the time of appearance of the first traces of the contaminant at the exit of the column increases, as well as the total time to channeling. The results of the studies indicate a higher adsorption capacity of modified bentonite with respect to Cr3+ ions compared to its natural formula. The cleaning efficacy of the solution with a concentration of chromium ions of 0.5 g∙dm–3 is increased by 5% when using 15 g of modified bentonite and 6,5% in the case one uses 20 g compared to the natural form.
Go to article

Bibliography

ANNAN E., AGYEI-TUFFOUR B., BENSAH Y.D., KONADU D.S., YAYA A., ONWONA-AGYEMAN B., NYANKSON E. 2018. Application of clay ceramics and nanotechnology in water treatment: A review. Cogent Engineering. Vol. 5 (1) p. 1–35. DOI 10.1080/23311916.2018.1476017.
ILANGO A.K., NATRAYASAMY V. 2018. Hydrothermal fabrication of zirconium oxyhydroxide capped chitosan/kaolin framework for highly selective nitrate and phosphate retention. Industrial & Engineering Chemistry Research. Vol. 57 (43) p. 14470–14481. DOI 10.1021/acs.iecr.8b01859.
KASHIF UDDIN M. 2017. A review on the adsorption of heavy metals by clay minerals, with special focus on the past decade. Chemical Engineering Journal. Vol. 308 p. 438–462. DOI 10.1016/j.cej.2016.09.029.
KOŁODYŃSKA D., GĘCA M., HUBICKI Z. 2017. Zastosowanie sorbentów naturalnych w procesie usuwania jonów metali ciężkich [Use of natural sorbents for removal of heavy metal ions]. Przemysł Chemiczny. T. 96. Nr 5 p. 1139–1145. DOI 10.15199/62.2017.5.33.
KONEFAŁ M., PETRUS R., WARCHOŁ J.K. 2015. Equilibrium study of heavy metals adsorption on kaolin. Industrial and Engineering Chemistry Research. Vol 54, 27 p. 6975–6984. DOI 10.1021/acs.iecr.5b00880.
MALOVANYY M., SAKALOVA H., MALOVANYY M., VASYLINYCH T., PALAMARCHUK O., SEMCHUK J. 2019. Treatment of effluents from ions of heavy metals as display of environmentally responsible activity of modern businessman. Journal of Ecological Engineering. Vol. 4 (20) p. 167–176. DOI 10.12911/ 22998993/102841.
MENG F. YUAN G., WEI J., BI D., WANG H. 2017. Leonardite-derived humic substances are great adsorbents for cadmium. Environmental Science and Pollution Research. Vol. 24 (29) p. 23006–23014. DOI 10.1007/s11356-017-9947-8.
PALAMAR V., MARUKHLENKO M., MOKROUSOVA. O. 2015. Zastosuvannya khrommodyfikovanykh dyspersiy montmorylonitu dlya stabilizatsiyi kolahenovoyi struktury dermy [Chromium-modified montmorillonite dispersions in stabiblizing derma collagen structure]. Eastern-European Journal of Enterprise Technologies. Vol. 6(75) р. 36–41. DOI 10.15587/1729-4061.2015.44238.
PALAMARCHUK O. 2011. Ekolohichna vidpovidal’nist’ yak osnova funktsionuvannya suchasnoho suspil’stva [Environmental responsibility as the basis for the functioning of modern society]. Aktualni problemy psykholohii : zb. nauk. pr. In-tu psykholohii im. H. S. Kostiuka NAPN Ukrainy. Zhytomyr: Vyd-vo ZhDU im. I. Franka. T. 7. Ekolohichna psykholohiia. Vyp. 26 р. 401–411.
PETRUS R., WARCHOŁ J.K. 2005. Heavy metal removal by clinoptilolite. An equilibrium study in multi-component systems. Water Research. Vol. 39 (5) p. 819–830. DOI 10.1016/ j.watres.2004.12.003.
PETRUSHKA I. YATCHYSHYN YU., PETRUSHKA K. 2014. Intensyfikatsiya sorbtsiyi tseziyu kompleksnymy pryrodnymy sorbentamy z ridkykh radioaktyvnykh seredovyshch [Cesium sorption intensification by complex natural sorbents from liquid radioactive media]. Eastern-European Journal of Enterprise Technologies. Vol. 5. 10(71) p. 47–50. DOI 10.15587/1729-4061.2014.28066.
QIN L. YAN L., CHEN J., LIU T., YU H., DU B. 2016. Enhanced removal of Pb2+, Cu2+, and Cd2+ by amino-functionalized magnetite/kaolin clay. Industrial & Engineering Chemistry Research. Vol. 55 (27) p. 7344–7354. DOI 10.1021/acs.iecr.6b00657.
REPO E. WARCHOL J., BHATNAGAR A., MUDHOO A., SILLANPАА M. 2013. Aminopolycarboxylic acid functionalized adsorbents for heavy metals removal from water. Water Research. Vol. 47. Iss. 14 p. 4812–4832 DOI 10.1016/j.watres.2013.06.020
REPO E. PETRUS R., SILLANPАА M., WARCHOL J. 2011. Equili¬brium studies on the adsorption of Co(II) and Ni(II) by modified silica gels: One-component and binary systems. Chemical Engineering Journal. Vol. 172. Iss. 1 p. 376–385. DOI 10.1016/j.cej.2011.06.019
REPO E. WARCHOL J., SILLANPАА M. 2017. Metal recovery and preconcentration by aminopolycarboxylic acid modified silica surfaces. Journal of Sustainable Development of Energy, Water and Environment Systems. Vol. 5. Iss. 1 p. 89–100. DOI 10.13044/j.sdewes.d5.0135.
SABADASH V. GUMNITSKYY JA., MYLIANYK O., ROMANIUK L. 2017. Concurrent sorption of copper and chromium cations by natural zeolite. Environmental Problems. Vol. 2. Iss. 1 p. 159–162.
SAKALOVA Н., VASYLINYCZ T., KOVAL N., KASHCHEI V. 2017. Investigation of the method of chemical desorption for extraction of nikel ions(II) from bentonite clays. Environmental Problems. Vol. 2. Iss. 4 p. 187–190.
SAKALOVA Н., PALAMARCHUK O., VASYLINYCZ T., PETRUSHKA K., ZAHARKO JA., STOKALYUK O. 2019. Socio-psychological essence of attractiveness for the subjects of entrepreneurial activities of adsorption extraction of nickel ions(II) by bentonite clays. Environmental Problems. Vol. 4. Iss. 2 p. 68–74. DOI 10.23939/ep2019.02.068.
SATHVIKA T., MANASI, RAJESH V., RAJESH N. 2015. Prospective application of Aspergillus species immobilized in sodium montmorillonite to remove toxic hexavalent chromium from wastewater. RSC Advances. Vol. 5 (129) p. 107031–107044. DOI 10.1039/C5RA22778J.
VASYLECHKO V., GRYSHCHOUK G., KUZMA YU., ZAKORDONSKIY V., VASYLECHKO L., LEBEDYNETS L., KALYTOVSKA M. 2003. Adsorption of cadmium on acid-modified Transcarpathian clinoptilolite. Microporous and Mesoporous Materials. Vol. 60(1–3) p. 183–196. DOI: 10.1016/s1387-1811(03)00376-7.
WARCHOŁ J., PETRUS R. 2015. Modeling of heavy metal removal dynamics in clinoptilolite packed beds. Microporous and Mesoporous Materials. Vol. 93. Iss. 1–3 p. 29–39. DOI 10.1016/j.micromeso.2006.01.021.
WOŁOWIEC M., BAJDA T. 2017. Current stage of knowledge relating to the use ferruginous sludge from water treatment plants – a preliminary review of the literature. Mineralogia. Vol. 48. Iss. 1–4 p. 39–45. DOI 10.1515/mipo-2017-0010.
YILDIZ S., SEVINС S. 2018. Heavy metal adsorption by dewatered iron-containing waste sludge. Ecological Chemistry and Engineering. Vol. 25. Iss. 3 p. 431–455. DOI 10.1515/eces-2018-0030.

Go to article

Authors and Affiliations

Christina Soloviy
1
ORCID: ORCID
Myroslav Malovanyy
1
ORCID: ORCID
Olga Palamarchuk
2
ORCID: ORCID
Iryna Trach
3
ORCID: ORCID
Halyna Petruk
4
ORCID: ORCID
Halyna Sakalova
4
ORCID: ORCID
Tamara Vasylinych
4
ORCID: ORCID
Nataliya Vronska
1
ORCID: ORCID

  1. Lviv Polytechnic National University, Viacheslav Chornovil Institute of Sustainable Development, Department of Ecology and Sustainable Environmental Management, Lviv, Ukraine
  2. Vinnytsia Mykhajlo Kotsiubynskyi State Pedagogical University, Educational and Scientific Institute of Pedagogy, Psychology, Department of Psychology and Social Work, Vinnitsa, Ukraine
  3. Vinnytsia National Technical University, Institute for Environmental Safety and Environmental Monitoring, Department of Ecology and Environmental Safety, Vinnitsa, Ukraine
  4. Vinnytsia Mykhajlo Kotsiubynskyi State Pedagogical University, Faculty of Natural and Geography, Department of Chemistry, Vinnitsa, Ukraine
Download PDF Download RIS Download Bibtex

Abstract

Sedimentation tanks have a vital role in the overall efficiency of solid particles removal in treatment units. Therefore, an in-depth study these tanks is necessary to ensure high quality of water and increasing the system efficiency. In this work, an experimental rectangular sedimentation tank has been operated with and without a baffle to investigate the system behaviour and effectiveness for the reduction of solid particles. Turbid water was prepared using clay, which was collected from the water treatment plant of Al Maqal Port (Iraq), mixed with clear water in a plastic supply tank. Raw and outflow samples were tested against turbidity after plotting a calibration curve between inflow suspended solids versus their corresponding turbidity values. The key objective was to assess the impact of different flow rates, particle concentrations, heights and positions of the baffle on the system efficiency. Findings showed that the tank performance was enhanced significantly (p < 0.05) with the use of a baffle placed at a distance of 0.15 of tank length with height equal to 0.2 of tank depth. Higher removal efficiency (91%) was recorded at a lower flow rate (0.015 dm3∙s–1) and higher concentration (1250 mg∙dm–3), as the treatment efficiency enhanced by 34% compared with the operation without a baffle. Placing the baffle in the middle of the sedimentation tank produced the worst results. System efficiency for solids removal reduced with increasing baffle height. Further research is required to evaluate the efficiency of an inclined baffle.
Go to article

Authors and Affiliations

Dina A. Yaseen
1
ORCID: ORCID
Saad Abu-Alhail
1
ORCID: ORCID
Rusul N. Mohammed
2
ORCID: ORCID

  1. University of Basrah, College of Engineering, Department of Civil Engineering, P.O. Box 49, Basra city, 61004, Iraq
  2. University of Basrah, College of Engineering, Department of Chemical Engineering, Basra city, Iraq
Download PDF Download RIS Download Bibtex

Abstract

‘Dhokra’ or ‘Dokra’ casting is a sophisticated cast metal craft tradition of the Indian subcontinent. It has been practiced by the countryfolk now since the Copper Age. It is a lost wax casting process in the hot clay mold. The technology is such sophisticated that it can produce up to 400 μm thin-walled hollow cast products with complicated and intricate shapes using Brass, Bronze, Copper, and other copper alloys. The investigation was for engraving Brass (2% lead) which is used by Dhokra artisans nowadays. In a field visit during dimensional analysis, one discrepancy was identified. The metal thicknesses of hollow castings are thicker than the thickness of the wax pattern. This cast metal dilation phenomenon is unusual. Shrinkage of metals compared to the pattern dimension is familiar in the casting world. The same abnormalities in the repeated investigation at different sites were observed. All the studies and experiments were organized to explain the reason hidden behind the phenomenon.
Go to article

Bibliography

[1] Mandal, B. & Datta P.K. (2010). Hot mold casting process of ancient east India and Bangladesh. China Foundry. 7(2), 171-177.
[2] Mukherjee, D. (2016). A comparative study of dokra metal craft technology and harappan metal craft technology. Heritage: Journal of Multidisciplinary Studies in Archaeology. 4, 757-768.
[3] Roy, S., Pramanick, A.K. & Datta, P.K. (2020). Precise filling time calculation of thin walled investment casting in hot mold. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 42(10), 1-11. https://doi.org/10.1007/s40430-020-02634-6.
[4] Dong, Y.W., Li, X.L., Zhao, Q., Yang, J. & Dao, M. (2017). Modelling of shrinkage during investment casting of thin-walled hollow turbine blades. Journal of Materials Processing Technology. 244, 190-203. https://doi.org/10.1016/j.jmatprotec.2017.01.005.
[5] Cannell, N., Sabau, A.S. (2005). Predicting pattern tooling and casting, dimensions for investment casting, phase II. Final Technical Report, Oak Ridge National Laboratory, Oak Ridge, Tennessee.
[6] Kroma, A. & Brzęk, P. (2021). Influence of mould material on the mechanical properties of wax models. Archive of Foundry Engineering. 21(3), 48-52. DOI: 10.24425/afe.2021.138664.
[7] Stefanescu, D. S. (2002). Science and engineering of casting solidification. New York: Springer Scienee.
[8] Garbacz-Klempka, A., Suchy, J.S., Kwak, Z., Tokarski, T., Klempka, R. & Stolarczyk, T. (2018). Study of investment casting technology from bronze age. Casting workshop in grzybiany (Southwest Poland). Archives of Metallurgy and Materials. 63(2), 615-624. DOI: 10.24425/122385.
[9] Roy, S., Pramanick, A.K. & Datta, P.K. (2017). Kinetics of liquid metal flow in gating design of investment casting production. Slévárenství. 5-6, 149-154.
[10] Raza, M. (2015). Experimental study of the filling of thin-walled investment castings In 17-4ph stainless steel. Metall Foundry Engineering. 41(2), 85-98. DOI: https://doi.org/10.7494/mafe.2015.41.2.85.
[11] Chang, S. & Stefanescu, D.M. (1996). A model formacrosegregation and its application to Al-Cu castings. Metallurgical and Materials Transaction A. 27(9), 2708-2721.
[12] Roy, S., Pramanick, A.K., Datta P.K. (2021). Quality analysis of tribal casting products by topsis for different gating system. In IOP Conference Series: Materials Science and Engineering, February, 2021 (p. 012014). IOP Publishing. DOI: 10.1088/1757-899X/1080/1/012014.
[13] Stefanescu, D.M.(1998). Casting. ASM handbook Volume: 15. 409-413. ASM International.
[14] Roy, S., Kr Pramanick, A., Kr Datta P. (2022). The effect of gating system on quality of traditional rural metal castings of india. Rrecent trends in industrial and production engineering. Lecture notes in mechanical engineering. (pp. 267-278). Singapore: Springer. https://doi.org/10.1007/978-981-16-3135-1_27. [15] Austral Wright Metals-Ferrous, Non-Ferrous and High Performance Alloys (2008, August). Metal alloys-properties and applications of brass and brass alloys. Retrieved May, 30 2022, from https://www.azom.com/article.aspx?ArticleID=4387
[16] Extra High Leaded Brass UNS C35600. Retrieved May, 30 2022, from https://www.azom.com/article.aspx?ArticleID=6389
[17] Mandal, B. & Datta, P. K. (2010). Understanding alloy design principles and cast metal technology in hot molds for medieval Bengal. Indian Journal of History of Science. 45(1), 101-140.
[18] Rao, P.N. (2019). Manufacturing technology. Vol.- I, (5th ed.) India: McGraw Hill Education.
[19] Horáček, M. (2005). Accuracy of investment casting. Archives of Foundry. 5(15). 121-137.
[20] Indian Minerals Yearbook 2015 (Part- III : Mineral Reviews), (2017, February) Retrieved May 28, 2022, from https://ibm.gov.in/writereaddata/files/02282017165033IMYB2015_Kaolin_28022015_Adv.pdf.
[21] Thampi, C.J. (2013). Soils Of Bankura District (West Bengal) For Land Use Planning. National Bureau of Soil Survey & Land Use Planning, India.
[22] RSP Green Development And Laboratories PVT. LTD, (July 2018) District Survey Report of Bankura District. India.
[23] Chakraborty A. K. (2014). Phase transformation of kaolinite clay. (1st ed.), New York, New Delhi: Springer. DOI 10.1007/978-81-322-1154-9.
[24] Hyslop, A. McMurdo, (1938). The thermal expansion of some clay mineral. Transactions and journal of the British Ceramic Society. 37, 180-186.
[25] Heindl, R.A. & Meng, L.E. (1939). Length changes and endothermic and exothermic effects during heating of flint and aluminous clays. Journal of Research of the National Bureau of Standards. 23(9), 427-441.
[26] Thiel. J. (2011). Thermal expansion of chemically bonded silica sands. AFS Transations - American Foundry Society. 11-116, 1-10.
[27] ISO 1: 2016: Geometrical product specifications (GPS)—standard reference temperature for the specification of geometrical and dimensional properties. https://www.iso.org/standard/67630.html.
[28] Anggono, J. (2005). Mullite ceramics: its properties, structure, and synthesis. Jurnal Teknik Mesin. 7(1), 1-10.
[29] Cannell, N., Sabau, A.S. (2007). Predicting pattern tooling and casting, dimensions for investment casting, phase III. Final Technical Report, Oak Ridge National Laboratory, Oak Ridge, Tennessee.

Go to article

Authors and Affiliations

S. Roy
1
ORCID: ORCID
A.K. Pramanick
1
P.K. Datta
1
ORCID: ORCID

  1. Dept. of Metallurgical and Material Engineering, Jadavpur University, Kolkata-700032, India
Download PDF Download RIS Download Bibtex

Abstract

In this paper, the problem of deformation induced by an open pit excavation in anisotropic stiff soils is analysed by FE modelling. The presented research is focused on the influence of material model with anisotropic stiffness on the accuracy of deformation predictions as compared with the field measurements. A new hyperelastic-plastic model is applied to simulate anisotropic mechanical behaviour of stiff soils. It is capable to reproduce mixed variable stress-induced anisotropy and constant inherent cross-anisotropy of the small strain stiffness. The degradation of stiffness depending on strain is modelled with the Brick-type model. The model formulation and parameters are briefly presented. General deformation pattern obtained in the exemplary 2D boundary value problem of an open pit excavation is investigated considering different values of inherent cross-anisotropy coefficient of small strain stiffness. The numerical simulations are performed as a coupled deformation-flow analysis which allows to properly model the drainage conditions. The excavation phases are simulated by removal of soil layers according to the realistic time schedule. Finally, the monitored case of the trial open pit excavation in heavily overconsolidated Oxford Clay at Elstow, UK is simulated with proposed material model both in 2D and 3D conditions. The obtained calculation results are compared with displacement measurements and discussed.
Go to article

Authors and Affiliations

Katarzyna Lisewska
1
ORCID: ORCID
Marcin Cudny
1
ORCID: ORCID

  1. Gdansk University of Technology, Faculty of Civil and Environmental Engineering, ul. Gabriela Narutowicza 11/12, 80-233 Gdansk, Poland
Download PDF Download RIS Download Bibtex

Abstract

Petroleum products influence the engineering behaviour of the soil. Neogene clays and glacial tills from Central Poland were tested under laboratory conditions to evaluate the changes of selected physical and mechanical parameters: particle size distribution, particle density, swelling, shear strength and permeability. Four petroleum products were used in the experiments: diesel fuel, kerosene, jet fuel and mineral engine oil. The study revealed that even for the lowest degree of contamination the values of physical and mechanical properties of the soils changed significantly. Greater variation can be expected in soils contaminated with high-viscosity compounds. Also, higher relative changes were found for glacial tills than for Neogene clays. Consolidation tests revealed changes in soil permeability depending on the soil composition and the physical properties of the contaminant – considerable reduction of permeability was observed for glacial tills contaminated with light Jet fuel, while the reduction was lower for Neogene clays. The obtained results indicate the role of mesopores and the dimensionless pore pressure coefficient in changes of soil permeability. The methodological issues regarding testing and analysing the hydrocarbon-contaminated soils were also presented and discussed, which might be useful for researchers studying contaminated soils.
Go to article

Authors and Affiliations

Paweł Dobak
1
Dorota Izdebska-Mucha
1
Piotr Stajszczak
1
Emilia Wójcik
1
Kamil Kiełbasiński
1
Ireneusz Gawriuczenkow
1
Tomasz Szczepański
1
Piotr Zbigniew Zawrzykraj
ORCID: ORCID
Anna Bąkowska
1
ORCID: ORCID

  1. University of Warsaw, Faculty of Geology, Department of Engineering Geology and Geomechanics, Żwirki i Wigury 93, 02-089 Warszawa, Poland
Download PDF Download RIS Download Bibtex

Abstract

The objective of this experimental study was to examine whether an assisting layer of lightweight expanded clay aggregate (LECA) of the granulation 1–4 mm, introduced into a subsoil, is able to improve an efficiency of removal of total nitrogen and total phosphorus from domestic wastewater. In the investigations, an assisting 0.10 and 0.20 m thick LECA layer was applied. It has been observed that the effectiveness of removal of total suspended solids (TSS), total nitrogen and total phosphorus from wastewater as well as the level of biochemical oxygen demand ( BOD 5) and chemical oxygen demand ( COD) is in accordance with the Polish standards on wastewater disposal into grounds and surface water. The performed experiments showed that the effectiveness of raw wastewater purification for the medium sand soil bed with the 0.20 m thick assisting LECA layer is higher than for the 0.10 m thick assisting layer. In the medium sand soil bed with the 0.20 m thick assisting LECA layer, the removal efficiency regarding total nitrogen increased by 20.6%, total phosphorus by 5.2%, ammonium nitrogen by 8.8% and TSS by 5.3%, and reduction efficiency regarding BOD 5 increased by 1.7% and COD by 2.3% with relation to the 0.10 m thick assisting LECA layer (all percentages – in average). The results of the experiment showed that the LECA with the granulation 1–4 mm can be used to assist in removal of total nitrogen and total phosphorus from wastewater with application of infiltration drainage.
Go to article

Authors and Affiliations

Marek Kalenik
1
ORCID: ORCID
Piotr Wichowski
1
ORCID: ORCID
Marek Chalecki
2
ORCID: ORCID
Adam Kiczko
1
ORCID: ORCID

  1. Warsaw University of Life Sciences – SGGW, Institute of Environmental Engineering, Department of Hydraulics and Sanitary Engineering, Nowoursynowska 159, 02-776 Warsaw, Poland
  2. Warsaw University of Life Sciences – SGGW, Institute of Civil Engineering, Department of Mechanics and Building Structures, Warsaw, Poland

This page uses 'cookies'. Learn more