Sample
The population of results analysed was encumbered with an 8-percent error bias. In the case analysed, 42 percent of assessment results did not meet the standard conformity criteria for initial production. As the compressive strength assessment and sampling were conducted by an accredited laboratory, it was possible to establish the value of measurement uncertainty for defining compressive strength. Measurement uncertainty was estimated at 1.1 MPa. With this assumption, bounds of the result intervals were calculated and compared with the standard conformity criteria related to the mean value. With measurement uncertainty taken into account, the number of results that did not meet the standard conformity criteria decreased to 19 percent. In the example presented, the measurement uncertainty of the results obtained is low in relation to the compressive strength values obtained. Even with such a low level of measurement uncertainty, taking it into account in conformity analysis allows for reducing the number of non-compliant results by over 50 percent.
Having analysed the same results according to the criteria for continuous production, it can be observed that about 52 percent of the results do not meet the standard conformity criteria [ 19 ]. With measurement uncertainty taken into consideration, the number of non-compliant results is reduced to about 38 percent. This confirms that in the case of high variability of the quality of concrete (standard deviation of the population of results amounting to 3.5 MPa), it is inadvisable to conduct quality control according to the criteria for continuous production.
Formulating the statistical conformity criteria for concrete compressive strength remains a complicated issue due to the difficulties related to the insufficiency of statistical methods for small size samples ( n < 15) and initial production, particularly for samples of size less than or equal to 6.
Employing statistical-fuzzy methods to verify the conformity of a concrete batch might increase the effectiveness of the quality assessment of the concrete produced. Fuzzy functions might be applied on the basis of expertise or marginal distribution parameters (mean and standard deviation) for the considered concrete class and adjacent concrete classes [ 18 , 20 ].
While assessing the quality of the concrete produced, the results of the verification of compliance of concrete compressive strength might be considered as random events, whereas the conformity criteria can be regarded as fuzzy limit values. Conformity criteria for compressive strength, which constitute the basis for the assessment of concrete quality, might be represented as a probability for a random event to be found in a region with fuzzy limits (after Zadeh [ 39 ]) or a fuzzy number of known membership function corresponding to the probability that the event belongs to a certain interval [ 37 ].
The compressive strength ( f c ) of concrete that complies with the conformity criterion can be represented as a fuzzy set (8):
where μ f C ( f c m ) is a membership function that assigns each element of compressive strength set f c m ∈ T a degree of belonging to fuzzy set f c in interval [0, 1].
Classification of the considered concrete batch into a specific class generally depends on the fulfilment of the condition related to mean compressive strength in sample, f cm ( Figure 1 b). Sporadically, the condition concerning particular test results f ci is the decisive condition for the fulfilment of the conformity criteria ( Figure 1 a) [ 34 , 35 , 37 , 38 , 41 ]. Since statistical conformity criteria are found to be insufficient, statistical-fuzzy methods can be applied to define class membership functions, and both standards and expertise can be taken into consideration in the quality control of the concrete produced.
Standard conformity criteria for concrete compressive strength can be given in Equations (9) and (10):
In Equations (6) and (7), the test characteristic T is a fuzzy value of membership function μ T (t) that can be determined for specific concrete classes on the basis of a statistical-fuzzy experiment.
In order to determine the membership function for the considered concrete classes (three adjacent concrete classes), statistical-fuzzy method (three-phase method) was applied [ 42 , 43 ]. The method proposed elaborates on the concept by Woliński [ 43 ].
The statistical-fuzzy conformity control procedure of concrete compressive strength consists of two stages. The first stage is to determine marginal distribution parameters, and for that purpose, random variables x and y were defined. The variable x represents the point of division of the values of test characteristics T for the considered concrete class and lower. The variable y represents the point of division of test characteristics for the considered concrete class and higher. It is assumed that the pair (x , y) is a two-dimensional, normal random variable, for which marginal distributions p x (t) and p y (t) of random variables x →N(m x , σ x ) and y → N(m y , σ y ) may be determined. Marginal distribution parameters were determined by means of Monte Carlo simulation methods and the following calculation algorithm [ 37 , 44 ]:
The obtained graphs of marginal distribution probability functions p ξ (x n ) and p η (x n ) (marginal distribution parameters) are the basis for determining membership functions of test characteristics for specific concrete classes, i.e., the second stage of calculations.
The calculations were performed in accordance with the adopted algorithm. The membership function of the test characteristic T i for the considered i -class of concrete and higher can be represented by Equation (17):
whereas the membership function of the test characteristic F i for the considered i -class of concrete and higher can be expressed by the following Equation (18):
The fuzzy membership function for the considered i -class of concrete f ci can be calculated from Equation (19) or (20):
Eventually, Equation (20) can be written the following Equation (21):
where F(z) is a Laplace function given by Equation (22):
Having calculated membership functions for different concrete classes (considered concrete class and adjacent concrete classes) and mean compressive strength for the sample of size n, one may determine the degree of concrete belonging to a specific concrete class. Based on the μ K ( f cm ) value, the considered concrete batch can be recognized as a specific concrete class. Such recognition might be more or less accurate, depending on the economic requirements and the impact of classification on the quality assessment of the concrete produced.
The procedure of statistical-fuzzy conformity control ( Section 2.2 ) was carried out for concrete of class C20/25. By generating 100,000 groups of random numbers of size n = 3, consistent with normal distribution, marginal distribution density functions and fuzzy membership functions were estimated for concrete class C25/30 and every second adjacent concrete class, C16/20 and C25/30.
The analysis was carried out for concrete of class C20/25 with the following resulting parameters of marginal distribution of random variable x →N( m x ,σ x ), i.e., the point of division for concrete of classes C16/20 and C20/25, m x = 26.5 MPa, and σ x = 4.48 MPa, respectively. The parameters of marginal distribution of random variable y → N( m y ,σ y ), the point of division for concrete of classes C20/25 and C25/30, were estimated as m y = 39.8 MPa and σ y = 5.46 MPa, respectively ( Figure 4 ).
Marginal distribution and membership functions for C20/25 and every adjacent concrete class: C16/20 and C25/30.
The density functions overlap, indicating that the number of classes proposed by the standard is too high, which makes it difficult to classify a concrete batch to a specific class. Irrespective of mean compressive strength value, the membership function graph (green curve) for the considered concrete class C20/25 does not reach value of 1.0, which allows for concluding that the recommended concrete class division is too dense. The above analysis was carried out for concrete class C20/25 and every second adjacent concrete class ( Figure 5 ).
Marginal distribution and membership functions for C20/25 and every second adjacent concrete class: C12/15 and C30/37.
Marginal distribution graphs for the considered concrete class C20/25 and every second adjacent class, C12/15 and C30/37, also overlap, but the maximum abscissa value of the membership function for the considered concrete class C20/25 amounts to 0.83. By performing subsequent calculations, membership functions for separate concrete classes would be obtained, marginal distributions would not overlap, and the membership function graph (green curve) for the concrete class C20/25, for specified values of mean compressive strength, would reach the value of 1.0.
In accordance with Figure 5 , an assessment of a concrete batch was carried out for the statistical-fuzzy conformity criterion developed following the algorithm described above. The concrete batch was assessed based on a sample of size n = 3 of concrete class C20/25. Mean compressive strength is 30.5 MPa. On the basis of the membership functions determined ( Figure 5 ), it can be concluded that the concrete batches for which mean compressive strength from the sample test amounts to 30.5 MPa can be classified as class C20/25 with a 0.8 degree of certainty. Concrete batches of mean compressive strength from interval (28.0; 30.8) MPa can be classified as class C20/25 or C12/15 with a degree of certainty from 0.5 to 0.8, respectively. Concrete batches of mean compressive strength from interval (30.8; 33.0) MPa can be classified as class C30/37 with a degree of certainty from 0.8 to 0.5.
The applied statistical-fuzzy methods of concrete classification showed that the concrete classification recommended by the standards includes too many concrete classes of overlapping density distributions (see Figure 4 and Figure 5 ). Irrespective of mean compressive strength value, the membership function graph plotted for the considered concrete class C16/20 does not reach value of 1.0, which allows for concluding that the recommended concrete class division is too dense. The standards recommended by EN 206 [ 32 ] are “too vague” and may lead to understating or overstating concrete class and to concealing the results of understated compressive strength.
Furthermore, when applying the concept of concrete family, standard conformity criteria can conceal the results of understated compressive strength. With the use of the concept of concrete family, small concrete production plants are able to assess the conformity of a larger number of concrete mixes with the benefit for both manufacturer and recipient. Theoretically, the manufacturer can improve the quality of concrete and detect changes in concrete production more quickly, so that the recipient could be informed of the quality of the finished product. What raises doubts is combining the results for different concrete classes of the same family. The results are combined and tested collectively, and as a result, “bad” results (low compressive strength) can be masked by “good” results (high compressive strength). With regard to the concrete family, it is necessary to apply: a single cement type, a single concrete class, aggregate of similar characteristics (granulation, mineralogical composition, geological origin), concretes with or without additions, all consistencies, concretes of limited range of compressive strength.
EN 206 [ 32 ] standard does not specify the range of compressive strength. When considering the concrete family composed of four concrete classes: C8/10, C20/25, C25/30 and C30/37, it may be concluded that combining all four classes, i.e., a wide range of classes, is not an appropriate practice. Low values of compressive strength are masked by high values of compressive strength of referential concrete ( Figure 6 ) through transformation and application of the proportionality principle-based method in compliance with CEN CR 13,901 report [ 45 ].
Real results of compressive strength assessment and values for particular classes transformed in relation to the referential concrete in the concrete family.
Therefore, concretes of a limited range of compressive strength should be applied with regard to the concrete family. In accordance with the statistical-fuzzy analysis carried out, it is recommended to limit the range of compressive strength to three adjacent classes so as to ensure the effectiveness of the conformity control performed for the concrete family.
The statistical-fuzzy methods proposed can be applied in cases of non-compliance with the concrete class intended by the design. The decision of either demolition or reinforcement of a structure may be preceded by the fuzzy concrete classification analysis, whose results may impact both the designer’s and investor’s decisions related to the state of the structure analysed [ 46 ].
Taking into account the compressive strength measurement uncertainty broadens the range of acceptability of assessment results obtained. It is in the interest of each party of the construction process for a reliable assessment of concrete conformity to be performed.
In the analysis carried out during conformity assessment, it is important to consider that each result obtained is encumbered with uncertainty, thus disregarding uncertainty completely is not an appropriate approach. The only case when it is possible to disregard measurement uncertainty in assessment is a situation when all of the results obtained meet the conformity criteria. In other instances, i.e., when the product is disqualified on the basis of the results obtained without measurement uncertainty taken into account, such an approach is unadvisable, as it may lead to a falsely negative result for a product that, in fact, meets the standard conformity criteria.
Taking into account the compressive strength measurement uncertainty broadens the range of acceptability of assessment results obtained. It is in the interest of each party in the construction process that a reliable assessment of concrete conformity be performed.
In the analysis carried out during conformity assessment, it is important to consider that each result obtained is encumbered with uncertainty, and thus, disregarding uncertainty completely is not an appropriate approach. The only case when it is possible to disregard measurement uncertainty in assessment is a situation when all of the results obtained meet the conformity criteria. In other instances, i.e., when the product is disqualified on the basis of the results obtained without measurement uncertainty being taken into account, such an approach is unadvisable, as it may lead to a falsely negative result for a product that, in fact, meets the standard conformity criteria.
Standard conformity criteria and procedures for assessing the compressive strength of concrete and verifying the concrete’s compliance with the requirements set for designed concrete classes frequently lead to inappropriate production-related decisions and strategies. Doubts regarding the assessment and classification of the compressive strength of concrete are, therefore, the reason for seeking new methods based on statistical-fuzzy procedures supporting the quality control of the concrete produced. Statistical-fuzzy methods are, therefore, proposed as an alternative in the quality assessment of ready-mixed concrete:
Conceptualization, I.S., W.K., J.Z. and A.L.; methodology, I.S. and A.L.; software, I.S.; validation, I.S.; formal analysis, I.S. and A.L.; investigation, I.S., W.K. and J.Z.; resources, I.S., W.K. and J.Z.; data curation, I.S., W.K. and J.Z.; writing—original draft preparation, I.S. and W.K.; writing—review and editing, I.S., W.K., A.L., D.B. and L.B.; visualization, I.S. and W.K.; supervision, I.S.; project administration, I.S. and A.L. All authors have read and agreed to the published version of the manuscript.
This research received no external funding.
The authors declare no conflict of interest.
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Tuapse Refinery in Krasnodar Krai has formed a part of the vertically integrated structure of Rosneft since its inception. This is the only Russian refinery located on the Black Sea coast, and it is also one of the oldest: it was put into operation in 1929.
The program of modernization of the Tuapse Refinery is being implemented in three phases:
After the completion of the modernization program, the oil refining depth will increase from 54% to 98.7%.
In Q4 2013, within the framework of implementation of the project for construction of the new refinery, a crude oil distillation unit ELOU-AVT-12 and other facilities of the 1st start-up complex were commissioned in the territory of the Tuapse refinery).
In 2014, the summary Investorsments into the Tuapse Refinery totaled 57 billion rubles net of VAT.
Legal name: LLC RN-Tuapse Refinery General Director: Oleg Leshchev Address: 1 Sochinskaya st., Tuapse 352800, Krasnodar region, Russia Tel: +7 (86167) 77-7-14 Fax: +7 (86167) 7-75-00 E-mail: [email protected]
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2019, DP PUBLISHING HOUSE
This project report is prepared by me (Naman Sharma). this report is of study on RMC operation at plant . I have prepared this report for my college project
IJCIRAS Research Publication
As usage of ready mix concrete increases in construction industry, ready mix concrete operations, which includes batching plant operations, delivering process & pouring process becomes important for overall concrete operations. This paper focuses on: Identifying factors which influences RMC operations. Factors categorized under 4 categories, questionnaire developed on basis of these factors & opinion survey carried out in construction industry, responses collected & analyzed. Keyword: ready mix concrete, factors, productivity, relative important index 1.Background Construction industry is second largest sector in India which comes after agriculture. Average projected growth rate of construction industry of GDP is 9.1% mentioned in the 12th five-year plan. (Five-year plan, Economic sectors, vol :2, GOI)
Yugander Mittakola
Muntasir Fahan , Pranta Chakraborty
Cement concrete product is an integral part of any civil construction project and Ready mix concrete is a modern technology to prepare cement concrete in a dedicated yard and delivery to a certain distance keeping its quality same as fresh concrete. It is a type of Concrete which is mixed in a batching plant according to the specification of the customer and delivered to the site by the use of transit mixer as it is away from the construction site. At present time ready mix concrete (RMC) is a very important subject of interest. In foreign countries most of the construction work is carried out by ready mix concrete. In the present study, it was tried to find out the condition of ready mix concrete company of Bangladesh and their products. The cost differential between Ready-mixed concrete and Site mixed concrete (SMC, hand mix concrete) is proving major constraint in its growth. It provides economy in the construction and better finish to the structure. From the survey results, it is seen that in our country also the use of RMC is quite high & is being increased. Also most of the company's RMC reached the target strength as found from the test result. However, some RMC samples failed to reach target strength.
IRJET Journal
Devendra Kumar Pandey , Sanjay Bahadur
In the wake of progress in infrastructure and industry in Mumbai and rest of the country, the focus needs to be kept on good quality, durable, speedy and environment-friendly construction for sustainable growth and development. Civil Engineering community's responsibility towards society concerns safe and enduring infrastructure at minimized life-cycle cost without severely affecting environment. Achievement of overall economy in terms reduced recurring maintenance of structures and sustainability of construction by adopting environment-friendly techniques is the only alternative suitable for modern construction. To achieve this traditional methods of construction will not be sufficient and new technologies especially Ready-Mixed concrete (RMC) will need to be adopted. Ready-Mixed concrete is concrete manufactured at a central location in highly sophisticated and rigorously controlled plants. In conventional site mix, concreting is done at the mercy of gangs, who manipulate the cement, water and other ingredients of concrete. On the contrary concrete is an engineering material and use of proper design and technical approach can improve performance and optimize the costs. In ready mixed concrete, design as well as the proportions are accurately controlled leading to overall better quality of concrete structures. Durability of structure is improved due to high level of quality control, thereby leading to reduction in lifecycle cost and maintenance free structures. This kind of increase can have a major impact on national economy and optimised utilisation of resources like limestone, energy and industrial by-products. Also, it is an environment friendly technology as it substantially reduces air pollution arising at sites because of handling of cement, aggregates etc. at sites. In view of the above advantages, the rest of the world has adopted RMC as the appropriate technology for construction. There is a need in India as well to consciously promote this industry so as to benefit the development of public and private infrastructure in sustainable manner. In order to achieve speedy, sustainable and economical construction, we as a country should look forward to reviewing our strategies and learn from available experiences abroad to promote RMC and allied industries like bulk cement etc.
que masarris
Devendra Kumar Pandey
The use of concrete in constructing roads and other pavements is growing steadily in recent times. In India the last decade has seen emergence of Ready-Mixed concrete (RMC) in leading cities. There has been a general increase in awareness of civil engineers regarding superiority of using modern technology in construction projects. There has been an increase in trend toward specifying RMC in big projects including concrete roads. Prevailing circumstances have led to the use of RMC at various roadwork sites especially in cities like Mumbai. This technical paper aims at presenting a practical outlook towards intricacies involved and observations made at such sites. The data referred to, in this write-up comes from concrete of M35 grade supplied by UNITECH PREFAB LTD, to some contractors of Municipal Corporation of Greater Mumbai (MCGM) for their CC-roads at different locations across Mumbai during the period September'97 to June'03.
The use of concrete in constructing roads and other pavements is growing steadily in recent times. Also, in India last few years have seen appearance of various good Ready-Mixed concrete plants in prime cities. Such prevailing circumstances have led to use of RMC at various roadwork sites especially in cities like Mumbai. This technical paper aims at presenting a practical outlook towards intricacies involved and observations made at such sites. The data referred in this write-up comes from concrete of M35 grade supplied by UNITECH PREFAB LTD. to various contractors of Municipal Corporation of Greater Mumbai (MCGM) for their CC-roads at different locations across Mumbai during September'97 to June'99.
In the wake of progress in infrastructure and industry in the country, the focus needs to be kept on good quality, durable, speedy and environment-friendly construction for sustainable growth and development. Civil Engineering community’s responsibility towards society concerns safe and enduring infrastructure at minimized life-cycle cost without severely affecting environment. Achievement of overall economy in terms of life cycle cost of structure and sustainability of construction by adopting environment-friendly techniques is the only alternative suitable for modern construction. To achieve this traditional methods of construction will not be sufficient and new technologies especially Ready-Mixed concrete (RMC) will need to be adopted.
International Journal of Project Organisation and Management
Keval Dabasia
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Prasun Gokhlani
oyedotun afees
Jayant Chaudhary
Jurnal Syntax Admiration
Raden Herry Shufi JCM-TJBP
Kiran Kammela
Mainak Ghosal
Jayedul Islam Jahid
Saroj Bhattarai
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Aynur Kazaz
Mahmoud Abd Elbaset
International Journal of Engineering Research and Technology (IJERT)
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Construction and Building Materials
Negasi Gebremichael
FAIZULLAH BASHA
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Lukman Hakim
Structural Engineering Digest
Ajay Gaikwad
sylvain mutake
International Journal for Research in Applied Science and Engineering Technology IJRASET
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Suryasis Dasgupta
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Abhay Shelar
Malaysian Journal Of Civil Engineering
Muntasir Fahan
MALAYSIAN JOURNAL OF CIVIL ENGINEERING (MJCE)
Pranta Chakraborty , Debasish Sen
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Commissioned, expansion started, refining capacity.
Tuapse refinery, located on the Black Sea coast in the Krasnodar region of southern Russia , is undergoing a capacity expansion and upgrade.
Tuapse, operational since 1929, is the oldest refinery of Russia’s largest crude producer Rosneft. The refinery specialises in motor fuel production and processes crude oil from Western Siberia, as well as southern Russia.
The expansion and upgrade project at the refinery is being carried out as part of Rosneft’s broader Refinery Modernisation Program initiated in 2008.
The project aims at increasing refinery efficiency and capacity, while meeting the quality requirements of engine fuels as per the Russian Government-approved new technical regulations.
The first phase, which included the construction of a new crude distillation unit CDU-12, was completed and officially launched for operations in October 2013. The entire upgrade is scheduled for completion in 2014.
The refining capacity of the facility will be increased from five million tonnes (37 million barrels) per year to 12 million tonnes (88 million barrels) per year upon completion of the expansion project.
The distillation capacity of the refinery will be boosted from 100,000 barrels a day to 240,000 barrels a day. The refining depth will be increased from 52.9% to 95%.
A new refinery with a 90% light product yield and Nelson Complexity Index rating of about 8.0 is being constructed near the existing plant, as part of the expansion.
Other infrastructure, including new gas facilities and oil storage facilities, are being constructed as part of the refinery’s reconstruction.
The project also includes thorough development of engineering design for the main process plant at Tuapse refinery. The upgrade will allow the refinery to produce automotive fuel of Euro-4 and Euro-5 standards.
Process control and management systems complying with present day safety and environmental standards are being implemented at the refinery. The mechanisms to adjust volume and quality of petroleum production are also being incorporated.
The Tuapse refinery expansion and upgrade project is being constructed in three phases. Phase one included the construction of an atmospheric-vacuum crude distillation unit (CDU) for primary refining with part of it meant for hydrotreatment of naphtha.
Crude and commercial oil depots, fire station, central laboratory and light oil pump house were also built in this phase.
A vacuum gas oil hydrocracking unit with diesel hydrotreatment, a hydrogen unit, a naphtha isomerisation and hydrotreatment unit, a catalytic reformer, a sulphur production unit and a flexicoker are being constructed in the second phase of the project.
The third stage will include the construction of a Flexicoking unit designed for deeper conversion of oil residues. The unit will maximise the refining depth rate of the refinery.
Crude oil from Western Siberia is delivered to the refinery via the Transneft pipeline system. The crude oil produced by Rosneft in southern Russia is conveyed to the refinery via the Transneft pipeline system, as well as by rail.
The refinery is located in close proximity to the Tuapse oil loading terminal owned by Rosneft. Around 90% of the refinery’s petroleum products are exported from the terminal, while ten percent are sold domestically.
Izhorskiye Zavody, part of the OMZ Group, was awarded a contract in 2010 to supply six hydrocracking reactors for the Tuapse refinery expansion. All reactors were supplied to the refinery by November 2012. The shipment of the reactors was contracted to the North-Western Shipping Company together with Infotech-Baltika.
The reactors, designed for deep processing of oil and high-quality Euro-5 fuel production, were produced under a license from Chevron Lummus Global (US).
Two of the hydrocracking reactor vessels have unique dimensions with height of 40m, diameter of five metres and weight of 1,400t each.
Heurtey Petrochem was awarded a contract in January 2012 to design, fabricate and supply the refining heaters for the expansion project. Metso was subcontracted by Heurtey Petrochem to supply the main on/off valves for the project.
Honeywell was awarded a contract by Rosneft in July 2013 to provide a single integrated production automation system Experion ® Process Knowledge System (PKS) and implement process simulation software UniSim ® Design Suite for the Tuapse Refinery.
Baltic pipeline system-2, russian federation.
Baltic Pipeline System-2 (BPS-2) is a Russian oil supply system built and operated by Transneft, a government-owned company responsible for oil pipelines in the country.
The ESPO (Eastern Siberia Pacific Ocean) oil pipeline will be a 4,700km (2,900 miles) pipeline system.
In this report, we look at the 30 big tech themes for 2019, identifying winners and losers for each theme. This report will impact all industries helping:
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Ready-mix concrete (RMC) is a ready- to -use material, with a predetermined mixture of. cement, sand, aggregates and water. RMC is a type of concrete manufactured in a factory. according to a set ...
The paper discusses the location problem of production plants exemplified by concrete mix production plants (I model), taking into consideration the demand variability in time (II model), and the ...
This review gathered the most relevant papers on concrete mix design from 2012 to 2021. And then, it was proposed a classification framework that could group the works into different categories. ... According to the reviewed papers, two research lines were spotted. Around 83% are mainly aimed at predicting the properties of concrete, where 70% ...
This research paper is a study on customer preference and perceptions about the quality and services of Ready Mixed Concrete (RMC) and traditional Site Mixed Concrete (SMC) in Construction ...
This paper discusses this topic, presents a review on the use of life cycle assessment methodology on natural and recycled aggregates for concrete, and applies this methodology in a real context pertaining the procurement of coarse aggregates to ready-mix concrete plants. A case study of two Portuguese regions, Coimbra and Lisbon, is presented.
Abstract. This paper investigates the internal and external factors affecting RMC plants and optimizes the production by suggesting risk control measures, which increase the company's profit. The proposed approach for this research includes three stages of risk: identification, categorization, classification, prioritization, and quantification.
The authors would also like to express their sincere gratitude to including, but not limited to, the Iowa City officials, staff from All American Concrete Inc., the Croell Inc. ready-mix concrete plant staff, the Zoltek, the Materials Analysis and Research Lab staff at Iowa State University (ISU), and other research team members from the ISU ...
Poovaragavan E, Chandra Sekar K (2016) Continuous process improvement in ready mix concrete plants. Int J Sci Eng Res 7(4):154-159. Google Scholar Afzal S, Khan ZR (2018) A review paper on factors affecting ready-mix concrete delivery pattern. Int J Construct Eng Manage 7(3):97-100. Google Scholar
This paper describes the findings of a survey of Iranian ready mixed plants in order to minimize the land space used by the equipment of batching plants. The problem of batching plant optimization was formulated and a genetic evolutionary algorithm was developed in MATLAB 7.1 in order to facilitate the optimization process.
IJCIRAS Research Publication. 2017, IJCIRAS. As usage of ready mix concrete increases in construction industry, ready mix concrete operations, which includes batching plant operations, delivering process & pouring process becomes important for overall concrete operations. This paper focuses on: Identifying factors which influences RMC operations.
Abstract. I estimate the price and productivity effects of horizontal mergers in the ready-mix concrete industry using plant and firm-level data from the US Census Bureau. Horizontal mergers involving plants in close proximity are associated with price increases and decreases in output, but also raise productivity at acquired plants.
Journal of Research of the National Institute of Standards and Technology 2.1.2 Pan Mixers All pan mixers work on basically the same principle [3]: a cylindrical pan (fixed or rotating) contains the concrete to be mixed, while one or two sets of blades rotate inside the pan to mix the materials and a blade scrapes the wall of the pan.
The use of ready mix concrete for the construction projects will reduce the time with a little variation in cost. In most areas the quality of RMC is proved as sub-standard. Hence the doubtfulness on the quality of RMC among the people and the construction personnel is the reason for the low preference of RMC than site mix concrete. To
According to the European Standard EN-206 "Concrete-Specification, performance, production and conformity" , ready-mixed concrete delivered on the construction site as concrete mix is subject to mandatory control for compliance with the criteria set out by EN-206. The assessment is performed by the producer during production.
The research study conducted here is focused on the ready mix concrete (RMC) in the context of Bangladesh. At present time ready mix concrete (RMC) is a very important subject of interest. In foreign countries most of the construction work is carried out by ready mix concrete.
This paper focuses on the ready-mixed concrete delivery: in addition to the mentioned complexity, strict time-constraints forbid both earliness and lateness of the supply.
Research Paper Waste Analysis of Ready Mix Concrete Production Heni Fitriani1,2,*, Fauzia Rahmi1, Isdaryanto Iskandar2 1Department of Civil Engineering, Universitas Sriwijaya, ... ready-mixed concrete produced in a batching plant as a special place or factory for the process of mixing concrete materials consisting of cement, sand, water, and ...
ready mix concrete plant and cost analysis on flyash blended concerete ... Andhra University,Visakhapatnam. Abstract— This paper summarizes the results of various physical properties conducted on the aggregates, cement, fly ash, con-crete and the effect of replacement of cement by fly ash (15%, 20% and 30%) on the compressive strength to ...
Address: 1 Sochinskaya st., Tuapse 352800, Krasnodar region, Russia. Tel: +7 (86167) 77-7-14. Fax: +7 (86167) 7-75-00. E-mail: [email protected]. Rosneft is not responsible for unofficial web sites content and has no control over content of web sites or information not located on the Company servers.
An oil refinery in the Russian town of Tuapse on the Black Sea coast caught fire after over 75 drones targeted multiple Russian regions overnight on July 22, local authorities said. The strike against the refinery was carried out by Ukraine's military intelligence service (HUR), a source in the agency confirmed for the Kyiv Independent later ...
TAWARE YOGESH VILASRAO (March 2016), This paper studies the research work carried out in the area of management of the Ready-Mix-Concrete is limited in India . The literature on the quality , inventory and supply chain aspects of the Ready-Mix-Concrete is available but it is not with special reference to Indian Context .
2014. Expand. Tuapse refinery, located on the Black Sea coast in the Krasnodar region of southern Russia, is undergoing a capacity expansion and upgrade. Tuapse, operational since 1929, is the oldest refinery of Russia's largest crude producer Rosneft. The refinery specialises in motor fuel production and processes crude oil from Western ...
Vladimir Putin visits a refinery in the Black Sea port of Tuapse in southern Russia, on October 11, 2013. A video circulating on social media shows a huge fire that engulfed a large Rosneft-owned ...