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Abstract

Air abrasion process is used for cleaning casting surface of prosthetic components, and to prepare the surface of these elements for the

application of veneering items. Its side effect, however, is that abrasive particles are embedded in the treated surface, which can be up to

30% of the surface and it constitutes the side effect of this procedure. Such a significant participation of foreign material can not be

indifferent to the properties of the surface. Embedded particles can be the place of stress concentration causing cracking of ceramics, and

may deteriorate corrosion resistance by forming corrosive microlinks. In the latter cases, it would be advisable to remove elements

embedded into the surface. The simplest method is chemical etching or electrochemical one. Nevertheless, these procedures should not

significantly change the parameters of the surface. Among many possible reagents only a few fulfills all the above conditions. In addition,

processing should not impair corrosion resistance of titanium, which is one of the most important factors determining its use as a prosthetic

restoration in the mouth. The study presented results of corrosion resistance of titanium used to make prosthetic components by means of

casting method, which were subjected to chemical processing designed to remove the embedded abrasive particles. The aim of the study

was to investigate whether etching with selected reagents affects the corrosion resistance of titanium castings. For etching the following

reagents were used: 30% HNO3 + 3% HF + H2O, HNO3+ HF+ glycerol (1:2:3), 4% HF in H2O2, 4% HF in H2O, with a control

sandblasted sample, not subjected to etching. Tests demonstrated that the etching affected corrosion properties of test samples, in each case

the reduction of the corrosion potential occurred - possibly due to the removal of particles of Al2O3 from the surface and activation of the

surface. None of the samples underwent pitting corrosion as a result of polarization to 9 V. Values of the polarization resistance, and

potentiodynamic characteristics indicated that the best corrosion resistance exhibited the samples after etching in a mixture of 4% solution

of HF in H2O2. They showed very good passivation of the surface.

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Authors and Affiliations

B. Burnat
M. Parchańska-Kowalik
L. Klimek
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Abstract

Cutting blasting has been widely used for tunnel excavation. The cutting forms significantly influence the blasting effect. This research focuses on the study of the relationship between cutting forms and blasting effects. Similarity theory is proposed for the experimental study of the rock blasting using small models. Then four experimental modes with different cutting forms are used to study the blasting effect due to the cutting forms. The cutting depth, borehole utilization rate, fragments volume, and average fragment size are analysed. The blasting effects with various cutting forms are compared. The influences of the borehole space and the blasting delay are discussed. It is concluded that the spiral cutting form can produce more fragments and is recommend for the small section tunnel excavation.
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Bibliography


[1] Sato, T., T. Kikuchi, and K. Sugihara, “In-situ experiments on an excavation disturbed zone induced by mechanical excavation in Neogene sedimentary rock at Tono mine, central Japan,” Engineering geology 56(1): pp. 97–108, 2000. https://doi.org/10.1016/S0013-7952(99)00136-2.
[2] Cunningham, C., “Fragmentation estimations and the Kuz-Ram model-Four years on”, in Proc. 2nd Int. Symp. on Rock Fragmentation by Blasting,1987.
[3] Kisslinger, C., The generation of the primary seismic signal by a contained explosion, DTIC Document, 1963.
[4] Kuznetsov, V., “The mean diameter of the fragments formed by blasting rock,” Journal of Mining Science 9(2): pp. 144–148, 1973. https://doi.org/10.1007/BF02506177.
[5] Clark, L.D. and S.S. Saluja, “Blasting mechanics” Trans. Am. Inst. Min. Engrs229: pp. 78–90, 1964.
[6] Langefors, U. and B. Kihlström, “The modern technique of rock blasting” Wiley, 1978.
[7] Porter, D.D., “Crater formation in plaster of Paris models by enclosed charges” Colorado School of Mines, 1961.
[8] Saluja, S.S., “Mechanism of rock failure under the action of explosives”, in The 9th US Symposium on Rock Mechanics (USRMS): American Rock Mechanics Association, 1967.
[9] Wei, X., Z. Zhao, and J. Gu, “Numerical simulations of rock mass damage induced by underground explosion” ,International Journal of Rock Mechanics and Mining Sciences 46(7): pp. 1206–1213, 2009. https://doi.org/10.1016/j.ijrmms.2009.02.007.
[10] Liu, H., D. Williams, D. Pedroso, et al., “Numerical procedure for modelling dynamic fracture of rock by blasting”, in Controlling Seismic Hazard and Sustainable Development of Deep Mines: 7th International Symposium On Rockburst and Seismicity in Mines (rasim7), Vol 1 and 2: Rinton Press, 2009.
[11] Saharan, M.R. and H. Mitri, “Numerical procedure for dynamic simulation of discrete fractures due to blasting,” Rock mechanics and rock engineering 41(5): pp. 641–670, 2008. https://doi.org/10.1007/s00603-007-0136-9.
[12] Ma, G. and X. An, “Numerical simulation of blasting-induced rock fractures,” International Journal of Rock Mechanics and Mining Sciences. 45(6): pp. 966–975, 2008. https://doi.org/10.1016/j.ijrmms.2007.12.002.
[13] Wang, Z.-L., Y.-C. Li, and R. Shen, “Numerical simulation of tensile damage and blast crater in brittle rock due to underground explosion,” International Journal of Rock Mechanics and Mining Sciences. 44(5): pp. 730–738, 2007. https://doi.org/10.1016/j.ijrmms.2006.11.004.
[14] Wang, Z., Y. Li, and J. Wang, “A method for evaluating dynamic tensile damage of rock”, Engineering fracture mechanics. 75(10): pp. 2812–2825, 2008.
[15] Zhu, Z., B. Mohanty, and H. Xie, “Numerical investigation of blasting-induced crack initiation and propagation in rocks,” International Journal of Rock Mechanics and Mining Sciences. 44(3): pp. 412–424, 2007.
[16] Huang, D., X.Y. Qiu, X.Z. Shi, et al., “Experimental and Numerical Investigation of Blast-Induced Vibration for Short-Delay Cut Blasting in Underground Mining,” Shock and Vibration. 2019: 13, 2019.
[17] Liu, K., Q.Y. Li, C.Q. Wu, et al., “A study of cut blasting for one-step raise excavation based on numerical simulation and field blast tests” ,International Journal of Rock Mechanics and Mining Sciences, 109: pp. 91–104, 2018. https://doi.org/10.1016/j.ijrmms.2018.06.019.
[18] Man, K., X.L. Liu, J. Wang, et al., “Blasting Energy Analysis of the Different Cutting Methods” ,Shock and Vibration. 2018: p. 13, 2018. https://doi.org/10.1155/2018/9419018.
[19] Xie, L.X., W.B. Lu, Q.B. Zhang, et al., “Analysis of damage mechanisms and optimization of cut blasting design under high in-situ stresses” , Tunnelling and Underground Space Technology. 66: pp. 19–33, 2017. https://doi.org/10.1016/j.tust.2017.03.009.
[20] Xie, L.X., W.B. Lu, Q.B. Zhang, et al., “Damage evolution mechanisms of rock in deep tunnels induced by cut blasting”, Tunnelling and Underground Space Technology. 58: pp. 257–270, 2016. https://doi.org/10.1016/j.tust.2016.06.004.
[21] Qu, S.J., X.B. Zheng, L.H. Fan, et al., “Numerical simulation of parallel hole cut blasting with uncharged holes” ,Journal of University of Science and Technology Beijing 15(3): 209–214, 2008.
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Authors and Affiliations

Huaming An
1
ORCID: ORCID
Yushan Song
1
ORCID: ORCID
Deqiang Yang
2

  1. Kunming University of Science and Technology, Faculty of Public Security and Emergency Management, 650093, Kunming, China
  2. University of Science and Technology Beijing, School of Civil and Resource Engineering, 100083, Beijing, China
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Abstract

The purpose of this study is to investigate a structure’s response to blast loading when composite columns are used instead of conventional reinforced concrete (RC) cross sections and when a conventional structure is retrofitted with braces. The study includes conducting dynamic analyses on three different structures: a conventional reference RC structure, a modified structure utilizing composite columns, and a modified structure retrofitted with steel braces. The two modified structures were designed in order to investigate their performance when subjected to blast loading compared to the conventional design. During the dynamic analyses, the structures were exposed to simulated blast loads of multiple intensities using the finite-element modelling software, SeismoStruct. To evaluate their performance, the responses of the modified structures were analyzed and compared with the response of the conventional structure. It was concluded that both the structure with composite columns and the steel brace structure experienced less damage than the conventional model. The best performance was obtained through the steel brace structure.

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Authors and Affiliations

Y.E. Ibrahim
M. Almustafa
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Abstract

This article presents the results of studies into the phase and chemical composition of blast furnace slag in the context of its reuse. In practice, blast furnace slags are widely used in the construction industry and road building as a basis for the production of, for example, cements, road binders and slag bricks. T hey are also used in the production of concrete floors, mortars, and plasters. Blast furnace slag is mainly used as a valuable material in the production of hydraulic binders, especially cement that improves the mechanical properties of concretes.
The favorable physical and mechanical properties of slags, apart from economic aspects, are undoubtedly an asset when deciding to use them instead of natural raw materials. In addition to the above, there is also the ecological aspect, since by using waste materials, the environmental interference that occurs during the opencast mining of natural aggregates is reduced. S pecifically, this means waste utilization through secondary management.
However, it should be kept in mind that it is a material which quite easily and quickly responds to environmental changes triggered by external factors; therefore, along with the determination of its physical and mechanical properties, its phase and chemical composition must be also checked.
The studies showed that the predominant component of the blast furnace slag is glass which can amount up to 80%. In its vicinity, metallic precipitate as well as crystallites of periclase, dicalcium silicates and quartz can be found. With regard to the chemical composition of the slag, it was concluded that it meets the environmental and technical requirements regarding unbound and hydraulically bound mixtures. In case of the latter, in terms of its chemical composition, the slag meets the hydraulic activity category CA3. It also meets the chemical requirements for using it as a valuable addition to mortars and concretes, and it is useful in the production of CEM II Portland-composite cement, CEM III blast-furnace cement and CEM V composite cements. The blast furnace slag is a valuable raw material for cement production. Cement CEM III/C contains 81–95% of blast furnace slag in accordance with E N 197-1:2012. In 2019, the Polish cement industry used 1,939,387.7 tons of slag.
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Authors and Affiliations

Iwona Jonczy
1
ORCID: ORCID
Bartłomiej Grzesik
2
ORCID: ORCID
Andrzej Norbert Wieczorek
1
Anna Gerle
3
Paweł Nuckowski
4
Marcin Staszuk
4
ORCID: ORCID

  1. Silesian University of Technology, Faculty of Mining, Safety Engineering and Industrial Automation, Gliwice, Poland
  2. Silesian University of Technology, Faculty of Civil Engineering, Gliwice, Poland
  3. Łukasiewicz Research Network, Institute of Ceramics and Building Materials, Refractory Materials Division in Gliwice, Poland
  4. Silesian University of Technology, Faculty of Mechanical Engineering, Gliwice, Poland
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Abstract

In this Paper, a parametric study on pipes buried in soil was performed illustrating the results of blast loading. Effects of various parameters such as the physical properties of water, oil, gas, air, soil, pipes, and TNT have been investigated. The arbitrary Lagrangian-Eulerian (ALE) method was employed using LS-DYNA software. The maximum pressure in a buried pipe explosive was observed at an angle of about 0° to 45° and the minimum pressure occurred at an angle of about 45° to 90°. Therefore, all figures in this study illustrate that fluid pressure levels in buried pipes can help in their stabilization. In generally, by increasing the 1.23 times of liquid density under the explosion, the pressure levels in the soil decreased by 1.3 percent. The gas pressure has been increasing more than oil and water pipes 39.73 and 40.52 percent, respectively.

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Authors and Affiliations

M. Parvizi
B. Aminnejad
A.R. Fiouz
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Abstract

This paper presents a 3D finite element analysis of the effect caused by a blast inside a reinforced concrete tunnel. The simulated explosion was caused by the crash of a heavy vehicle transporting inflammable material (LPG). The finite element technique was used to analyze the structural problems on the tunnel reinforced concrete structure considering the fire action and the subsequent explosion (blast) effect, incorporating appropriate material models.
Through FEM software the tunnel behavior was described with regard to structural safety. Indeed, tunnels must be designed to withstand damage factors, so it is desirable that if such an explosion did occur, the tunnel should be able to return to service in safety as soon as possible with minor repairs. Therefore, following the presented analysis, the most important factors influencing the dynamic response and the damage of the structure could be identified. The simulation involved aspects of thermal analysis and structural problems and the tensions in the structure generated by the effect of temperature caused by the fire and by the blast overpressure were analyzed. Following this approach, the most important factors influencing the dynamic response and damage of structure can be identified and appropriate preventive measures can be designated.
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Bibliography

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[6] M. Buonsanti and G. Leonardi, “3-D simulation of tunnel structures under blast loading”, Archives of Civil and Mechanical Engineering, vol. 13, no. 1, pp. 128–134, 2013, DOI: 10.1016/j.acme.2012.09.002.
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[10] M.Nawar et al., “Numerical analysis of underground tunnels subjected to surface blast loads”, Frattura ed Integrità Strutturale, vol. 15, no. 55, pp. 159–173, 2020, DOI: 10.3221/IGF-ESIS.55.12.
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Authors and Affiliations

Giovanni Leonardi
1
ORCID: ORCID
Rocco Palamara
1
ORCID: ORCID
Federica Suraci
1
ORCID: ORCID

  1. Department of Civil, Energy, Environmental and Materials Engineering, University of Reggio Calabria, Via Graziella, Reggio Calabria, Italy
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Abstract

One of the main purpose of accurate blasting in open pit mining is to achieve optimum rock fragmentation.

The degree of rock fragmentation plays a significant role in order to control and minimise the

overall production cost including loading, hauling and crushing. In the present paper, the application of

a Number-Size (N-S) fractal model is intended to classify the blast fragmentation size in the Jalal-Abad

iron mine, SW Iran, using GoldSize image analysis software for four blasting with the obtained result

being compared with Kuz-Ram curves. To do this, the fractal dimensions via N-S log-log plots were

generated based on the output of the GoldSize software. The results indicated that the fragmented rocks

have a multifractal nature with four/five different fragmented populations in terms of size namely; the fine

rocks with the size of less than 16 cm, Mean-fragment values between 16 and 45 cm, In-range between

45 and 70 cm and finally, oversize larger than 70 cm.

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Authors and Affiliations

Ahmad Asadi
Nikzad Mohammadreza
Peyman Afzal
Ahangaran Daryoush Kaveh
Yasrebi Amir Bijan
Andy Wetherelt
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Abstract

Shot blasting machines are widely used for automated surface treatment and finishing of castings. In shot blasting processes the stream of shots is generated and shaped by blasting turbines, making up a kinetic and dynamic system comprising a separating rotor, an adapting sleeve and a propelling rotor provided with blades. The shot blasting performance- i.e. the quality of shot treated surfaces depends on the actual design and operational parameters of the unit whilst the values of relevant parameters are associated with the geometry of turbine components and the level of its integration with the separator system. The circulation of the blasting medium becomes the integrating factor of the process line, starting from the hopper, through the propeller turbine, casting treatment, separation of contaminated abrasive mixture, to its recycling and reuse. Inferior quality of the abrasive agent (shot) and insufficient purity of the abrasive mixture are responsible for low effectiveness of shot blasting. However, most practitioners fail to fully recognize the importance of proper diagnostics of the shot blasting process in industrial conditions. The wearing of major machine components and of the blasting agent and quality of shot treated surfaces are often misinterpreted, hence the need to take into account all factors involved in the process within the frame of a comprehensive methodology. This paper is an attempt to formulate and apply the available testing methods to the engineering practice in industrial conditions.

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Authors and Affiliations

R. Wrona
M. Brzeziński
E. Ziółkowski
P. Zyzak
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Abstract

The article analyzes the influence of selected factors on the activity rate of cement binder containing 50% of ground granulated blast furnace slag in its composition. These factors are the chemical and mineral composition of Portland cement CEM I, the degree of grinding of granulated blast furnace slag and Portland cement, and the water/binder ratio. This slag content is characteristic for blast furnace cement CEM III/A. In addition to the application effects, this type of cement is a low-carbon binder (there is a reduction of CO 2 emissions by about 45% compared to Portland cement CEM I). The use of this type of cement in the composition of concrete enables the obtaining of concrete with a very small carbon footprint. Based on the results of our own research, it was found that such a high proportion of ground granulated blast furnace slag in the binder composition leads to a significant reduction in the early compressive strength of standard mortars (after two and seven days of setting). This results in a significant reduction in the use of these types of binders (cements) in selected areas of construction, e.g. prefabrication and high-strength concrete. Analyzing the obtained results of their own research, the authors concluded that the early strength of these types of binders can be significantly improved by increasing the specific surface area (degree of grinding) of Portland cement CEM I and lowering the water/slag ratio (w/s, where: s = cement + slag). The proposed material and technological modifications also enable the obtaining of higher compressive strength at all tested dates. The strength of the standard (after twenty-eight days and over longer periods) is comparable to or higher than that of Portland cement CEM I.
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Authors and Affiliations

Arkadiusz Janic
1
ORCID: ORCID
Zbigniew Giergiczny
2
ORCID: ORCID

  1. Technology Centrum Betotech sp. z o.o., Dąbrowa Górnicza, Poland;
  2. Faculty of Civil Engineering Silesian University of Technology, Gliwice, Poland
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Abstract

Stemming plugs are one of the widely used accessory in surface mining operations. Stemming plugs assist conventional stemming material in gas retention and help in better fragmentation and explosive utilization. Effective use of the stemming plugs results in economic benefits and enhance the efficacy of the project. Economic and productive viability of stemming plugs have been conducted in depth by different researchers. Addition of stemming plugs to a new system requires ergonomic challenges for operators conducting drilling and blasting operation. Induction of a newer product in already established system is subject to overall positive feedback. This work investigates ergonomics of three different stemming plugs introduced to a limestone quarry in Pakistan. The stemming plugs were evaluated based on extra time needed, workers feedback, failures during operation, recovery time after failure and number of extra equipment required to carry out the operation. Points based matrix was established with likeliness of each plug and based on overall scores stemming plug 1 was most acceptable followed by stemming plug 3. Stemming plug 2 was disliked by operation and did not reach the level of acceptability of operators. This work will help stemming plug making industry in adapting to best practices by incorporating ergonomics of plugs in designing. Literature shows no previous work on ergonomics of stemming plugs.

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Authors and Affiliations

Atta Ur Rehman
Muhammad Zaka Emad
Muhammad Usman Khan
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Abstract

Rice blast is one of the most destructive rice diseases known to cause considerable yield losses globally. Plant growth promoting rhizobacteria (PGPR) and arbuscular mycorrhizal fungi (AMF) are closely associated with rice plants and improve plant growth and health. To determine how isolated bacteria trigger rice growth, an assessment of phosphate solubilization and auxin production mechanisms was carried out in vitro and in vivo. In this study, the interactions between PGPR and Rhizophagus irregularis were evaluated in wildtype and CYCLOPS mutant plants to provide a sustainable solution against blast disease and reduce the amount of yield loss. Importantly, Bacillus subtilis UTSP40 and Pseudomonas fluorescens UTSP50 exhibited a suppressive effect on AMF colonization which shows the probable existence of a functional competition between AMF and PGPR to dominate the rhizosphere. On the other hand, R. irregularis decreased the biocontrol activity of B. subtilis UTSP40 in wild type, although this reduction was not significant in mutant plants. Results showed that the same defense-related genes were induced in the roots of wild type colonized by B. subtilis UTSP40 and R. irregularis. Therefore, plant cell programs may be shared during root colonization by these two groups of beneficial microorganisms.

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Authors and Affiliations

Samira Peighami Ashnaei
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Abstract

Rice blast is the main disease of rice plants in Indonesia and several countries worldwide. Controlling this disease using chemical fungicides has harmful effects on the environment. Therefore, we need biocontrol agents which are more environmentally friendly such as rice phyllosphere bacteria. This study aimed to explore bacteria producing bioactive compounds from the rice phyllosphere environment to control blast disease. A total of 88 isolates were successfully isolated from rice leaves in Sukabumi, Situgede, and Jasinga (West Java, Indonesia). From them, we obtained 22 bacteria isolates with antifungal activity against Pyricularia oryzae in vitro assay. In addition, seven non-pathogenic bacteria were obtained from further screening in hypersensitivity, hemolysis and pathogenicity assays, namely STGG 3, STGG 7, STGG 8, STGG 14, SKBV 1, STGV 8, and SKBG 78. To show their antifungal activity, we tested crude extracts of these seven isolates and the results revealed that all the crude extracts can inhibit the growth of P. oryzae. Based on a genetic approach, isolates STGG 3, STGG 7, and STGG 14 were found to have both nonribosomal peptide synthetases (NRPS) and polyketide synthases (PKS) genes, while isolate SKBV 1 only had the NRPS gene. The NRPS and PKS genes from potential isolates were similar to NRPS and PKS genes of Bacillus sp. in different strains. Furthermore, molecular identification based on the 16S rRNA gene revealed that the seven potential isolates belong to three genera, i.e. Bacillus (STGG 3, STGG 7, STGG 8, STGG 14, SKBV 1), Enterobacter (STGV 8) and Brachybacterium (SKBG 78). We suggest that the seven isolates found in this study have potency and could be recommended as biocontrol agents of blast disease caused by P. oryzae.

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Authors and Affiliations

Sri Martina Wiraswati
Iman Rusmana
Abdjad Asih Nawangsih
Aris Tri Wahyudi
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Abstract

This paper elucidated the potential of electron backscatter diffraction analysis for ground granulated blast furnace slag geopolymers at 1000°C heating temperature. The specimen was prepared through the mechanical ground with sandpaper and diamond pad before polished with diamond suspension. By using advanced technique electron backscatter diffraction, the microstructure analysis and elemental distribution were mapped. The details on the crystalline minerals, including gehlenite, mayenite, tobermorite and calcite were easily traced. Moreover, the experimental Kikuchi diffraction patterns were utilized to generate a self-consistent reference for the electron backscatter diffraction pattern matching. From the electron backscatter diffraction, the locally varying crystal orientation in slag geopolymers sample of monoclinic crystal observed in hedenbergite, orthorhombic crystal in tobermorite and hexagonal crystal in calcite at 1000°C heating temperature.
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Authors and Affiliations

Ikmal Hakem Aziz
1
ORCID: ORCID
Mohd Mustafa Al Bakri Abdullah
2
ORCID: ORCID
Mohd Arif Anuar Mohd Salleh
2
ORCID: ORCID
Sorachon Yoriya
3
ORCID: ORCID
Rafiza Abd Razak
4
ORCID: ORCID
Rosnita Mohamed
1
ORCID: ORCID
Madalina Simona Baltatu
5
ORCID: ORCID

  1. Universiti Malaysia Perlis (UniMAP), Geopolymer & Green Technology, Centre of Excellence (CEGeoGTech), Perlis, Malaysia
  2. Universiti Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Perlis, Malaysia
  3. National Metal and Material Technology Center (MTEC), National Science and Technology Development Agency (NSTDA), 114, Thailand Science Park, Pahonyothin Rd., Khlong 1, Khlong Luang, Pathum Thani 12120, Thailand
  4. Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis (UniMAP), 02100 Padang Besar, Perlis, Malaysia
  5. Gheorghe Asachi Technical University of Iasi, Faculty of Materials Science and Engineering, 700050, Iasi, Romania
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Abstract

Blast mitigation continues to be a popular field of research when military vehicles are concerned. The main problem is coping with the vehicle global motion consequences following an explosion. The paper presents a potential application of the linear vacuum packed particle (VPP) damper as a supplementation for a viscous shock absorber in a traditional blast mitigation seat design. The paper also presents field test results for the underbelly blast explosion, comparing them to the laboratory tests carried out on the impact bench. To collect accelerations, the anthropomorphic test device, i.e. the Hybrid III dummy, was used. A set of numerical simulations of the modified blast mitigation seat with the additional VPP linear damper were revealed. The VPP damper was modeled according to the Johnson–Cook model of viscoplasticity. The Hertzian contact theory was adopted to model the contact between the vehicle and the ground. The reduction of the dynamic response index (DRI) in the case of the VPP damper application was also proved.
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Bibliography

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Authors and Affiliations

Dominik Rodak
1
ORCID: ORCID
Mateusz Żurawski
1
ORCID: ORCID
Michał Gmitrzuk
2
ORCID: ORCID
Lech Starczewski
2

  1. Faculty of Automotive and Construction Machinery Engineering, Warsaw University of Technology, Poland
  2. Military Institute of Armoured and Automotive Technology, Poland
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Abstract

In drill and blast tunneling method (D&B), non-electric detonators are the most commonly used initiation system. The constant development of excavation technology provides advanced tools for achieving better results of excavation. The research presented in this paper was focused on the attempt to evaluate the influence of electronic detonators, which nowadays are unconventional in tunnelling engineering, on the quality of the excavated tunnel contour. Based on the data form Bjørnegård tunnel in Sandvika, where electronic detonators were tested in five blasting rounds, detailed analysis of drilling was performed. The analysis was made based on the data from laser scanning of the tunnel. 103 profile scans were used for the analysis: 68 from non-electric detonators and 35 from electronic detonators rounds. The results analyzed in terms of contour quality showed that comparing to the results from rounds blasted with non-electric detonators, there was not significant improvement of the contour quality in rounds with electronic detonators.
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Authors and Affiliations

Anna Monika Skłodowska
1 2
ORCID: ORCID
Monika Mitew-Czajewska
1
ORCID: ORCID

  1. Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland
  2. Now at: Instituto Nazionale di Oceanografia e di Geofisica Sperimentale – OGS, Borgo Grotta Gigante 42/C - 34010 - Sgonico, Italy & University of Trieste, Piazzale Europa 1, Trieste, Italy
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Abstract

Accurate prediction of blasting vibration should be achieved in mine blasting production practice. It is also a critical problem in the field of blasting vibration control technology research. In this research paper, on the basis of the previous research results and taking account into the reflection principle of elastic wave at the free interface, the authours proposes the blasting seismic wave propagation model. In addition, the blasting positive elevation effect are theoretically explained in detail, and the vibration velocity prediction formula of the positive elevation effect is derived. Finally, the positive elevation effect mechanism and the step (positive) formula are calibrated based on the on-site monitoring data of blasting vibration of Qipanjing Jinou coal mine. In beirf, a theoretical basis is laid by this paper for similar blasting projects.
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Authors and Affiliations

X.J. Zhang
1
H.M. An
2

  1. School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China
  2. Kunming University of Science and Technology, Faculty of Public Security and Emergency Management, 650093, Kunming, China
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Abstract

The major downside of blasting works is blast vibrations. Extensive research has been done on the subject and many predictors, estimating Peak Particle Velocity (PPV), were published till date. However, they are either site specific or global (unified model regardless of geology) and can give more of a guideline than exact data to use. Moreover, the model itself among other factors highly depends on positioning of vibration monitoring instruments. When fitting of experimental data with best fit curve and 95% confidence line, the equation is valid only for the scaled distance (SD) range used for fitting. Extrapolation outside of this range gives erroneous results. Therefore, using the specific prediction model, to predetermine optimal positioning of vibration monitoring instruments has been verified to be crucial. The results show that vibration monitoring instruments positioned at a predetermined distance from the source of the blast give more reliable data for further calculations than those positioned outside of a calculated range. This paper gives recommendation for vibration monitoring instruments positioning during test blast on any new site, to optimize charge weight per delay for future blasting works without increasing possibility of damaging surrounding structures.

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Authors and Affiliations

Siniša Stanković
Mario Dobrilović
Vinko Škrlec
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Abstract

In this paper, an attempt was made to find out two empirical relationships incorporating linear multivariate regression (LMR) and gene expression programming (GEP) for predicting the blast-induced ground vibration (BIGV) at the Sarcheshmeh copper mine in south of Iran. For this purpose, five types of effective parameters in the blasting operation including the distance from the blasting block, the burden, the spacing, the specific charge, and the charge per delay were considered as the input data while the output parameter was the BIGV. The correlation coefficient and root mean squared error for the LMR were 0.70 and 3.18 respectively, while the values for the GEP were 0.91 and 2.67 respectively. Also, for evaluating the validation of these two methods, a feed-forward artificial neural network (ANN) with a 5-20-1 structure has been used for predicting the BIGV. Comparisons of these parameters revealed that both methods successfully suggested two empirical relationships for predicting the BIGV in the case study. However, the GEP was found to be more reliable and more reasonable.

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Authors and Affiliations

Jamshid Shakeri
Behshad Jodeiri Shokri
Hesam Dehghani
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Abstract

Detonation of explosives creates strong para-seismic vibrations. Such vibrations can damage buildings or other infrastructure located in the vicinity of such detonations, and can be burdensome to people living in such areas. This paper describes the usefulness of Matching Pursuit (MP) algorithm in assessing the impact of blasting on the surrounding areas, and proves that by taking into account frequency changes over time, vibration analysis can help make much more profound and reliable predictions in this field.

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Authors and Affiliations

Anna Sołtys
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Abstract

Cumulative blasts are an important controlled blasting method used to control the propagation of cracks in the predetermined direction. However, traditional cumulative blasts are associated with long processing times and poor blasting effects. A simple blasting technology called bilateral cumulative tensile explosion (BCTE) is proposed in this paper. There are two application types where BCTE is used. The first application is used to control the stability of high-stress roadways in both Wangzhuang mine 6208 tailgate and Hongqinghe mine 3-1103 tailgate. The second application is used to replace the backfill body in gob-side entry retaining (GER) in Chengjiao mine 21404 panel, Jinfeng mine 011810 panel and Zhongxing mine 1200 panel. The first application type reveals that BCTE can significantly reduce the deformation of the surrounding rock and reduce the associated maintenance cost of the roadways. Whereas the second application type, the roadway deformations are smaller, the process is simpler, and the production costs are lower, which further promotes GER and is of significance towards conserving resources.
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Authors and Affiliations

Jun Yang
1
ORCID: ORCID
Binhui Liu
1
ORCID: ORCID
Wenhui Bian
1
ORCID: ORCID
Kuikui Chen
1
ORCID: ORCID
Hongyu Wang
1
ORCID: ORCID
Chen Cao
2
ORCID: ORCID

  1. China University of Mining and Technology, State Key Laboratory for Geomechanics and Deep Underground Engineering, Beijing 100083, China
  2. University of Wollongong, Mining & Environment Engineering, School of Civil, Wollongong, NSW 2522, Australia
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Abstract

Backbreak is an undesirable phenomenon in blasting operations, which can bedefined as the undesirable destruction of rock behind the last row of explosive holes. To prevent and reduce its adverse effects, it is necessary to accurately predict backbreak in the blasting process. For this purpose, the data obtained from 66 blasting operations in Gol-e-Gohar iron ore mine No. 1 considering blast pattern design Parameters and geologic were collected. The Pearson correlation results showed that the parameters of the hole height, burden, spacing, specific powder, number of holes, and the uniaxial compressive strength had a significant effect on the backbreak. In this study, a multilayer perceptron artificial neural network with the 6-12-1 architecture and six multiple linear and nonlinear statistical models were used to predict the backbreakin the blasting operations. The results of this study demonstrated that the prediction rate of backbreak using the artificial neural network model with R2 = 0.798 and the rates of MAD, MSE, RMSE and, MAPE were0.79, 0.93, 0.97 and, 11.63, respectively, showed fewer minor error compared to statistical models. Based on the sensitivity analysis results, the most important parameters affecting the backbreak, including the hole height, distance between the holes in the same row, the row spacing of the holes, had the most significant effect on the backbreak, and the uniaxial compressive strength showed the lowest impact on it.
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Authors and Affiliations

Abbas Khajouei Sirjani
1
ORCID: ORCID
Farhang Sereshki
1
ORCID: ORCID
Mohammad Ataei
1
ORCID: ORCID
Mohammad Amiri Hosseini
2
ORCID: ORCID

  1. Shahrood University of Technology, Iran
  2. Technology Management and Research of Gol-e-gohar, Iran

Authors and Affiliations

Paweł Baranowski
1
ORCID: ORCID
Michał Kucewicz
1
ORCID: ORCID
Mateusz Pytlik
2
ORCID: ORCID
Jerzy Małachowski
1
ORCID: ORCID

  1. Military University of Technology, Faculty of Mechanical Engineering, Institute of Mechanics & Computational Engineering, Gen. S. Kaliskiego 2, 00-908 Warsaw, Poland
  2. Central Mining Institute, Conformity Assessment Body, 40-166 Katowice, Poland
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Abstract

The effects of supplementary cementitious materials (SCM) on the characteristics and internal structure of synthetic aggregate made from ground granulated blast furnace slag are investigated in this study (GGBS). Due to its high pozzolanic activity, GGBS was shown to be superior to other SCM materials, enhancing both the strength and durability of synthetic aggregate. Because sintering uses a lot of energy and generates a lot of pollutants, using a cold-bonded approach to make low density lightweight aggregates is particularly significant from an economic and environmental standpoint. Thus, the utilisation of ground granulated blast furnace slag (GGBS) as a substitute material in the production of green artificial lightweight aggregate (GLA) using the cold bonding method was discussed in this work. Admixtures of ADVA Cast 203 and Hydrogen Peroxide were utilised to improve the quality of GLA at various molar ratios. The freshly extracted GLA was then evaluated for specific gravity, water absorption, aggregate impact, and aggregate crushing in order to determine the optimal proportion blend. As a result, the overall findings offer great application potential in the development of concrete (GCLA). It has been determined that aggregates with a toughness of 14.6% and a hardness of 15.9% are robust. The compressive strength test found that the GCLA has a high strength lightweight concrete of 37.19 MPa and a density of 1845.74 kg/m3. The porous features developed inside the internal structure of GLA have led to GCLA’s less weight compared to conventional concrete.
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Authors and Affiliations

R.A. Razak
1 2
ORCID: ORCID
M.A. Hassan
1
ORCID: ORCID
M.M.A.B. Abdullah
2
ORCID: ORCID
Z. Yahya
1 2
ORCID: ORCID
M.A.M. Ariffin
3
ORCID: ORCID
A.F.B. Mansor
1
ORCID: ORCID
D.L.C. Hao
1 2
ORCID: ORCID

  1. Universiti Malaysia Perlis (UniMAP), Faculty of Civil Engineering Technology, Perlis, Malaysia
  2. Universiti Malaysia Perlis (UniMAP), Geopolymer & Green Technology, Centre of Excellence (CEGeoGTech), Perlis, Malaysia
  3. Universiti Teknologi Malaysia, School of Civil Engineering, Faculty of Engineering, Skudai, Johor Bahru, Malaysia

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