ORIGINAL_ARTICLE
Rock Slope Stability Analysis in the Left Abutment of Bakhtiary Dam, Iran
In this research, directions of in-situ stresses in the rock slope in the left abutment of Bakhtiary dam (Center of Iran) are defined taking advantage of geological history, tectonic evolution of the area, and in-situ tests. To that end, the study draws on the kinematic analysis, limit equilibrium and numerical methods. It is of note that there is no possibility for toppling failure if kinematic analysis is used to study the stability in left abutment of Bakhtiary dam. The plane failure analysis indicated that there is a possibility of failure in the middle and upper walls based on joint set J1. Also, from geological perspective, wedge failure in the middle and upper walls is possible due to the intersection of bedding planes and Joint set J1. In the analysis of the slope stability using limit equilibrium, the least value of the safety factor obtained for plane failure belongs to joint set J1 in the upper wall, indicating that the left abutment is stable. Numerical analysis indicated that this slope needs support requirements.
https://www.jcepm.com/article_122692_dffe8a7c1c80a364fe1702aeb075aa15.pdf
2021-04-01
1
19
10.22115/cepm.2021.254912.1134
Rock slope stability analysis
Bakhtiary dam
Jointed rock mass
Distinct Element Method
Mohsen
Fallahi
1
Department of Mining Engineering, Isfahan University of Technology, Isfahan, Iran
AUTHOR
Masoud
Cheraghi Seifabad
cheraghi@cc.iut.ac.ir
2
Department of Mining Engineering, Isfahan University of Technology, Isfahan, Iran
LEAD_AUTHOR
Alireza
Baghbanan
3
Department of Mining Engineering, Isfahan University of Technology, Isfahan, Iran
AUTHOR
[1] Eberhardt E. Rock slope stability analysis–utilization of advanced numerical techniques. Earth Ocean Sci UBC 2003.
1
[2] Cruden DM, Varnes DJ. Landslides: investigation and mitigation. Chapter 3-Landslide types and processes. Transp Res Board Spec Rep 1996.
2
[3] Gurocak Z, Alemdag S, Zaman MM. Rock slope stability and excavatability assessment of rocks at the Kapikaya dam site, Turkey. Eng Geol 2008;96:17–27.
3
[4] Romana M, Serón JB, Montalar E. SMR geomechanics classification: application, experience and validation. 10th ISRM Congr., International Society for Rock Mechanics and Rock Engineering; 2003.
4
[5] Wei WB, Cheng YM, Li L. Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods. Comput Geotech 2009;36:70–80. doi:10.1016/j.compgeo.2008.03.003.
5
[6] Alkasawneh W, Husein Malkawi AI, Nusairat JH, Albataineh N. A comparative study of various commercially available programs in slope stability analysis. Comput Geotech 2008;35:428–35. doi:10.1016/j.compgeo.2007.06.009.
6
[7] Bhasin R, Kaynia AM. Static and dynamic simulation of a 700-m high rock slope in western Norway. Eng Geol 2004;71:213–26. doi:10.1016/S0013-7952(03)00135-2.
7
[8] Stead D, Eberhardt E. Understanding the mechanics of large landslides. Ital J Eng Geol Environ B Ser 2013;6:85–112.
8
[9] Bellwald P, Dietler T, Mehinrad A. Engineering Geology and Rock Mechanics Report: Report on Compilation of Site Investigations Phase I & II Investigations to Geological Report of Bakhtiary Dam and Hydroelectric Power Project. Stucky Pars Eng Co Poyry Co Moshanir Co 2009.
9
[10] Dietler T, Mehinrad A, Chehreh H. Geology Report of Bakhtiary Dam and Hydroelectric Power Project. Stucky Pars Eng Co Poyry Co Moshanir Co 2009.
10
[11] Ashkeshi M, Gheshmipour A, Haftani M, Jamali H, Korkorian H, Salehinia M. Synthesis Report of Bakhtiary Dam and Hydroelectric Power Project. Stucky Pars Eng Co Poyry Co Moshanir Co Dezab Consult Eng 2010.
11
[12] Mehinrad A, Hamzehpour H. Interim Report on Additional Site Investigations Part B-Rock Mechanics and Geophysical Investigation of Geological Report to Bakhtiary Dam and Hydroelectric Power Project. Stucky Pars Eng Co Poyry Co Moshanir Co 2008.
12
[13] Mehinrad A, Gheshmipour A. Interim Report on Additional Site and Laboratory Investigations Part B-Rock Mechanics and Geophysical Investigation of Geological Report to Bakhtiary Dam and Hydroelectric Power Project. Stucky Pars Eng Co Poyry Co Moshanir Co 2009.
13
[14] Sanei M. Investigation constitutive model for major discontinuities of rock massess in Bakhtiary Dam, MSc Thesis. 2012.
14
[15] Hoek E. Rock Engineering (Course Notes by Evert Hoek). Evert Hoek Consult Eng Inc 2007.
15
[16] BakhtiaryJointVentureConsultants, Seismic Hazard Report" 2006.
16
[17] Itasca Consulting Group Inc, 3DEC User’s Guide, Ver 5.0, Minneapolis, Minnesota 2013.
17
ORIGINAL_ARTICLE
Prefabricated Composite Beams Based on Innovative Shear Connection
Composite structures, especially steel-concrete composites have a great potential of use in the building industry. A correct combination of materials and elimination of disadvantages of used material may lead to significant savings in aspects like the amount of material used, and time needed for construction. Also cost reduction while using composite structure instead of the structure fabricated only from one material should be mentioned. The paper focuses on the design of alternative solutions for composite steel-concrete structures with encased steel beams. Simultaneously, a design model was developed using the Abaqus software environment. The exact physical properties of the individual materials were verified by experiment. Tensile strength of steel, compressive strength of concrete, bending strength of concrete in tension, and splitting tensile strength were determined along with the modulus of elasticity of concrete in compression. The correctness of the design model applied by means of the Abaqus program was experimentally verified.
https://www.jcepm.com/article_122690_db2e3f89cd6afaddb2f8287a8c7175f6.pdf
2021-04-01
20
26
10.22115/cepm.2021.233573.1109
shear connection
Composite structures
Numerical analysis
modelling concrete
Vincent
Kvocak
vincent.kvocak@tuke.sk
1
Department of Civil Engineering, Technical University of Kosice, Kosice, Slovakia
AUTHOR
Daniel
Dubecky
daniel.dubecky@tuke.sk
2
Department of Civil Engineering, Technical University of Kosice, Kosice, Slovakia
LEAD_AUTHOR
Patricia
Vanova
patricia.vanova@tuke.sk
3
Department of Civil Engineering, Technical University of Kosice, Kosice, Slovakia
AUTHOR
[1] Bujňák J, Valový R. Research on Structures with Encased Girders. Steel Struct Bridg 97 1997:1.
1
[2] Odrobiňák J, Bujňák J, Žilka J. Study on Short Span Deck Bridges with Encased Steel Beams. Procedia Eng 2012;40:333–8. doi:10.1016/j.proeng.2012.07.104.
2
[3] Fragiacomo M, Amadio C, Macorini L. Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab. Steel Compos Struct 2002;2:85–98.
3
[4] Hechlera O, Cajotb L-G, Martinc P-O, Bureauc A. Efficient and economic design of composite bridges with small and medium spans. ECCS Int. Symp. Steel Bridg., 2008.
4
[5] AASHTO LFRD Bridge Design Specifications n.d.
5
[6] ČSN 73 2089 Guidelines for the design of composite steel and concrete beams, Bridge model sheet n.d.
6
[7] EN 1994-2: Eurocode 4. Design of composite steel and concrete structures. Part 2: General rules and rules for bridges 2008.
7
[8] Kvočák V, Kožlejová V. Research into filler-beam deck bridges with encased beams of various sections. Tech Gaz 2011;18:385–92.
8
[9] Mahdi M, Marie I. Three-Dimensional Modelling of Concrete Mix Structure for Numerical Stiffness Determination. Comput Eng Phys Model 2018;1:15–27. doi:10.22115/cepm.2018.118218.1010.
9
ORIGINAL_ARTICLE
Contribution of the Blast Furnace Slag on the Behavior of HPC in a Hydrochloric Environment
Most mechanical properties and durability of cementitious materials are related to the performance of the hydrated cement that coats the granular skeleton. However, different mineral additions are currently used in concrete. They are used as addition or substitution to cement. The use of these supplementary cementitious materials provides to concrete a denser matrix that will be more resistant to aggressive environments such as sulphates, chlorides and other aggressive agents. In mixtures containing finely ground of slag, 15% of cement by weight was replaced with finely ground of slag of El-Hadjar (Algeria). The main objective of this study is to investigate the effect of curing in the hydrochloric environment by subjugating its granular effect on the performance of concrete. Density, compressive strength, concrete surface, internal microstructure and ultrasonic pulse velocity were investigated in this research. The damage mechanisms of concrete have been related to the development of the microstructure of the material. The degradations were observed using a scanning electron microscope (SEM) and quantified by x-ray diffraction (XRD). The microstructural study concerns both the surface layer and the internal structure of the samples. The results have shown that slag of El-Hadjar present a pozzolanic activity and hence it affects favorably the microstructure of the paste which becomes denser and less permeable.
https://www.jcepm.com/article_122694_7d8f705cd0756aa472bc8ea415c6bf1b.pdf
2021-04-01
27
38
10.22115/cepm.2021.233313.1108
Microstructure
Slag
Durability
Hydrochloric
Rabah
Chaid
chaidr@yahoo.fr
1
Research Unit, Materials, Processes and Environment, Boumerdes University, Algeria
LEAD_AUTHOR
Habib-Abdelhak
Mesbah
hmesbah@univ-rennes1.fr
2
Civil Engineering and Mechanical Engineering Materials Laboratory, IUT-Rennes, French
AUTHOR
Naima
Haddadou
n.haddadou@yahoo.com
3
Department of Architecture, University of Algiers, Algeria
AUTHOR
Malika-Sabria
Hamza
hamza.ms10@yahoo.fr
4
Research Unit, Materials, Processes and Environment, Boumerdes University, Algeria
AUTHOR
[1] Shahmansouri AA, Yazdani M, Ghanbari S, Akbarzadeh Bengar H, Jafari A, Farrokh Ghatte H. Artificial neural network model to predict the compressive strength of eco-friendly geopolymer concrete incorporating silica fume and natural zeolite. J Clean Prod 2021;279:123697. doi:10.1016/j.jclepro.2020.123697.
1
[2] Escadeillas G. Les éco-matériaux dans la construction: enjeux et perspectives, Septième édition des Journées scientifiques du Regroupement francophone pour la recherche et la formation sur le béton,(RF) 2B. Toulouse, Fr 2006:19–20.
2
[3] Shahmansouri AA, Akbarzadeh Bengar H, Jahani E. Predicting compressive strength and electrical resistivity of eco-friendly concrete containing natural zeolite via GEP algorithm. Constr Build Mater 2019;229:116883. doi:10.1016/j.conbuildmat.2019.116883.
3
[4] Shahmansouri AA, Akbarzadeh Bengar H, Ghanbari S. Compressive strength prediction of eco-efficient GGBS-based geopolymer concrete using GEP method. J Build Eng 2020;31:101326. doi:10.1016/j.jobe.2020.101326.
4
[5] Samet B, Chaabouni M. Characterization of the Tunisian blast-furnace slag and its application in the formulation of a cement. Cem Concr Res 2004;34:1153–9. doi:10.1016/j.cemconres.2003.12.021.
5
[6] S. M, T. Y, H. F, K. K. Properties of concrete using blast-furnace slag cement type A with modified chemical composition. Cem Sci Concr Technol 2010;64:244–50. doi:10.14250/cement.64.244.
6
[7] Hossein Rafiean A, Najafi Kani E, Haddad A. Mechanical and Durability Properties of Poorly Graded Sandy Soil Stabilized with Activated Slag. J Mater Civ Eng 2020;32:04019324. doi:10.1061/(ASCE)MT.1943-5533.0002990.
7
[8] HASSOUNE M. Etude de la durabilité du béton au contact du milieu marin: effet du rapport E/C 2012.
8
[9] Delmi M, Aît-Mokhtar A, Amiri O. Contribution à la modélisation des processus d’hydratation d’un matériau cimentaire. XXIème Rencontres Univ. Génie Civ., 2003, p. 243–50.
9
[10] Bessa A, Bigas J-P, Gallias J-L. Evaluation de la contribution liante des additions minérales à la porosité, à la résistance en compression et à la durabilité des mortiers, 22ème rencontres universitaires de génie civil 2004. Google Sch n.d.:1–8.
10
[11] Rezazadeh Eidgahee D, Rafiean AH, Haddad A. A Novel Formulation for the Compressive Strength of IBP-Based Geopolymer Stabilized Clayey Soils Using ANN and GMDH-NN Approaches. Iran J Sci Technol Trans Civ Eng 2020;44:219–29. doi:10.1007/s40996-019-00263-1.
11
[12] S. L. Chemistry of Cement and concrete, fourth Edition by Peter C. Hewlett n.d.:241–289.
12
[13] Hager I, Tracz T, Choińska M, Mróz K. Effect of Cement Type on the Mechanical Behavior and Permeability of Concrete Subjected to High Temperatures. Materials (Basel) 2019;12:3021. doi:10.3390/ma12183021.
13
[14] Huynh T-P, Ngo S-H, Hwang C-L. Physical-durable performance of concrete incorporating high loss on ignition-fly ash. IOP Conf. Ser. Mater. Sci. Eng., vol. 348, IOP Publishing; 2018, p. 12014.
14
[15] Etman ZA, Ahmed TI. Effect of freezing-thawing on concrete behavior. Chall J Concr Res Lett 2018;9:21. doi:10.20528/cjcrl.2018.01.003.
15
[16] Lemonis N, Tsakiridis PE, Katsiotis NS, Antiohos S, Papageorgiou D, Katsiotis MS, et al. Hydration study of ternary blended cements containing ferronickel slag and natural pozzolan. Constr Build Mater 2015;81:130–9. doi:10.1016/j.conbuildmat.2015.02.046.
16
[17] Dhaini F. Etude des interactions latex-ciment modèle: conséquences sur les propriétés rhéologiques 2014.
17
[18] Lizarazo Marriaga J, Claisse P. The influence of the blast furnace slag replacement on chloride penetration in concrete. Ing e Investig 2011;31:38–47.
18
[19] Lee G, Ling T-C, Wong Y-L, Poon C-S. Effects of crushed glass cullet sizes, casting methods and pozzolanic materials on ASR of concrete blocks. Constr Build Mater 2011;25:2611–8. doi:10.1016/j.conbuildmat.2010.12.008.
19
[20] K. DW, M. G. On the application of thermodynamic modelling for the prediction of the hydrate assemblage formed by blended cements. Nord Miniseminar Oslo – Norway 15 – 16 Febr 2012.
20
[21] Moesgaard M, Herfort D, Steenberg M, Kirkegaard LF, Yue Y. Physical performances of blended cements containing calcium aluminosilicate glass powder and limestone. Cem Concr Res 2011;41:359–64. doi:10.1016/j.cemconres.2010.12.005.
21
[22] Vu QA. Evaluation du béton d’enrobage par acoustique non linéaire et ondes de surface 2016.
22
[23] Autier C. Etude de l’adjuvantation de pâtes cimentaires par différents polycarboxylates: la mésostructure: un lien entre interactions organo-minérales et propriétés macroscopiques 2013.
23
[24] Mages V. et Sarrazin J., Le béton, une solution pour la construction durable, Références / Lafarge, Rapport annuel. 2011.
24
ORIGINAL_ARTICLE
Improvement of Concrete Characterization Using Nanosilica
In recent years, different research works have been conducted to evaluate the addition of nanometer materials to concrete materials. In this paper, the influence of Nanosilica on compressive strength, abrasive strength, durability, and improvements in the micro-structure of concrete are discussed. The results showed that the compressive strength of concrete samples with Nanosilica and silica fume were higher than the compressive strength of other samples without nanometer materials in all ages, as well as increasing the dosage percentage of Nanosilica led to higher levels of compressive strength. In the mix designs with an equal dosage percentage, samples containing Nanosilica have shown a higher level of strength in comparison to samples containing silica fume. The application of Nanosilica in self-compacting concrete resulted in higher level of compressive strength, flexural strength, abrasive strength, elasticity module, ultrasonic waves permeability velocity (UPV), and lower water absorption compared to samples without Nanoparticles. Despite the evidences which show the improvement in mechanical characteristics of concretes with Nanosilica-particles, further developments for the applicability of Nanoparticles for improving the characteristics of concrete require the right knowledge and higher control over the effective mechanisms of Nanoparticles on concrete’s structure.
https://www.jcepm.com/article_126113_38d741146ba1924b300fa4dad29549eb.pdf
2021-04-01
39
52
10.22115/cepm.2021.250011.1133
nanosilica
Concrete Durability
Compressive strength
Abrasive strength
Esmail
Shahrokhinasab
eshah004@fiu.edu
1
Graduate Research Assistant, Department of Civil and Environmental Engineering, Florida International University, United States
LEAD_AUTHOR
Francisco
Chitty
fchit001@fiu.edu
2
Graduate Research Assistant, Department of Civil and Environmental Engineering, Florida International University, United States
AUTHOR
Masood
Vahedi
mvahedi@nevada.unr.edu
3
Department of Civil and Environmental Engineering, University of Nevada, Reno, United States of America
AUTHOR
Sina
Zolfagharysaravi
sina8915@gmail.com
4
M.Sc. Graduated, K.N. Toosi University of Technology, Tehran, Iran
AUTHOR
[1] Shahrokhinasab E, Hosseinzadeh N, Monirabbasi A, Torkaman S. Performance of Image-Based Crack Detection Systems in Concrete Structures. J Soft Comput Civ Eng 2020;4:127–39. doi:10.22115/scce.2020.218984.1174.
1
[2] Sanchez F, Sobolev K. Nanotechnology in concrete–a review. Constr Build Mater 2010;24:2060–71.
2
[3] Chong KP, Garboczi EJ. Smart and designer structural material systems. Prog Struct Eng Mater 2002;4:417–30. doi:10.1002/pse.134.
3
[4] Boushehri R, Hasanpour Estahbanati S, Ghasemi-Fare O. Controlling frost heaving in ballast railway tracks using low enthalpy geothermal energy. 2019.
4
[5] Ramezanianpour AA, Zolfagharnasab A, Zadeh FB, Estahbanati SH, Boushehri R, Pourebrahimi MR, et al. Effect of supplementary cementing materials on concrete resistance against sulfuric acid attack. High Tech Concr Where Technol Eng Meet, Springer; 2018, p. 2290–8.
5
[6] Jafari K, Rajabipour F. Performance of Impure Calcined Clay as a Pozzolan in Concrete. Transp Res Rec J Transp Res Board 2020:036119812095314. doi:10.1177/0361198120953140.
6
[7] Javni I, Zhang W, Karajkov V, Petrovic ZS, Divjakovic V. Effect of Nano-and Micro-Silica Fillers on Polyurethane Foam Properties. J Cell Plast 2002;38:229–39. doi:10.1177/0021955X02038003139.
7
[8] Senff L, Labrincha JA, Ferreira VM, Hotza D, Repette WL. Effect of nano-silica on rheology and fresh properties of cement pastes and mortars. Constr Build Mater 2009;23:2487–91. doi:10.1016/j.conbuildmat.2009.02.005.
8
[9] Shih J-Y, Chang T-P, Hsiao T-C. Effect of nanosilica on characterization of Portland cement composite. Mater Sci Eng A 2006;424:266–74. doi:10.1016/j.msea.2006.03.010.
9
[10] Ajay V, Rajeev C, Yadav RK. Effect of micro silica on the strength of concrete with ordinary Portland cement. Res J Eng Sci ISSN 2012;2278:9472.
10
[11] Mondal P, Shah SP, Marks LD, Gaitero JJ. Comparative Study of the Effects of Microsilica and Nanosilica in Concrete. Transp Res Rec J Transp Res Board 2010;2141:6–9. doi:10.3141/2141-02.
11
[12] Al-Mutairi N, Al-Rukaibi F, Bufarsan A. Effect of microsilica addition on compressive strength of rubberized concrete at elevated temperatures. J Mater Cycles Waste Manag 2010;12:41–9. doi:10.1007/s10163-009-0243-7.
12
[13] Qing Y, Zenan Z, Deyu K, Rongshen C. Influence of nano-SiO2 addition on properties of hardened cement paste as compared with silica fume. Constr Build Mater 2007;21:539–45. doi:10.1016/j.conbuildmat.2005.09.001.
13
[14] Jo BW, Kim CH, Lim JH. Investigations on the development of powder concrete with nano-SiO2 particles. KSCE J Civ Eng 2007;11:37–42. doi:10.1007/BF02823370.
14
[15] Singh LP, Goel A, Bhattachharyya SK, Ahalawat S, Sharma U, Mishra G. Effect of Morphology and Dispersibility of Silica Nanoparticles on the Mechanical Behaviour of Cement Mortar. Int J Concr Struct Mater 2015;9:207–17. doi:10.1007/s40069-015-0099-2.
15
[16] Li Q, Gao X, Xu S. Multiple effects of nano-SiO2 and hybrid fibers on properties of high toughness fiber reinforced cementitious composites with high-volume fly ash. Cem Concr Compos 2016;72:201–12. doi:10.1016/j.cemconcomp.2016.05.011.
16
[17] Ying J, Zhou B, Xiao J. Pore structure and chloride diffusivity of recycled aggregate concrete with nano-SiO2 and nano-TiO2. Constr Build Mater 2017;150:49–55. doi:10.1016/j.conbuildmat.2017.05.168.
17
[18] Mohammed BS, Liew MS, Alaloul WS, Khed VC, Hoong CY, Adamu M. Properties of nano-silica modified pervious concrete. Case Stud Constr Mater 2018;8:409–22. doi:10.1016/j.cscm.2018.03.009.
18
[19] Zhang B, Tan H, Shen W, Xu G, Ma B, Ji X. Nano-silica and silica fume modified cement mortar used as Surface Protection Material to enhance the impermeability. Cem Concr Compos 2018;92:7–17. doi:10.1016/j.cemconcomp.2018.05.012.
19
[20] Liu M, Tan H, He X. Effects of nano-SiO2 on early strength and microstructure of steam-cured high volume fly ash cement system. Constr Build Mater 2019;194:350–9. doi:10.1016/j.conbuildmat.2018.10.214.
20
[21] Liu R, Xiao H, Liu J, Guo S, Pei Y. Improving the microstructure of ITZ and reducing the permeability of concrete with various water/cement ratios using nano-silica. J Mater Sci 2019;54:444–56. doi:10.1007/s10853-018-2872-5.
21
[22] Zhuang C, Chen Y. The effect of nano-SiO2 on concrete properties: a review. Nanotechnol Rev 2019;8:562–72.
22
[23] Vahedi M, Ardestani R, Zahrai SM. Sensitivity Analysis of Tubular-Web Reduced Beam Section Connections Under Cyclic Loading. Int J Steel Struct 2021;21:100–17. doi:10.1007/s13296-020-00418-1.
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[24] He K, Chen Y, Xie W. Test on axial compression performance of nano-silica concrete-filled angle steel reinforced GFRP tubular column. Nanotechnol Rev 2019;8:523–38. doi:10.1515/ntrev-2019-0047.
24
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25
[26] Chitty F, Freeman C, Garber D. Development of Longitudinal Joint Details for Florida Slab Beam Incorporating Ultra-High-Performance Concrete. 2018.
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[28] Graybeal BA. Development of Non-Proprietary Ultra-High Performance Concrete for Use in the Highway Bridge Sector: TechBrief. United States. Federal Highway Administration; 2013.
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[29] Berry M, Snidarich R, Wood C. Development of non-proprietary ultra-high performance concrete. Montana. Dept. of Transportation. Research Programs; 2017.
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[30] Garber D, Shahrokhinasab E. Performance Comparison of In-Service, Full-Depth Precast Concrete Deck Panels to Cast-in-Place Decks. Accelerated Bridge Construction University Transportation Center (ABC-UTC); 2019.
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[31] Sharbatdar MK, Abbasi M, Fakharian P. Improving the Properties of Self-compacted Concrete with Using Combined Silica Fume and Metakaolin. Period Polytech Civ Eng 2020;64:535–44. doi:10.3311/PPci.11463.
31
[32] Ghafari E, Arezoumandi M, Costa H, Júlio E. Influence of nano-silica addition on durability of UHPC. Constr Build Mater 2015;94:181–8. doi:10.1016/j.conbuildmat.2015.07.009.
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[33] Ghiasian M, Rossini M, Amendolara J, Haus B, Nolan S, Nanni A, et al. Test-driven design of an efficient and sustainable seawall structure. Coast Struct 2019 2019:1222–7.
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[36] Sarajpoor S, Kavand A, Zogh P, Ghalandarzadeh A. Dynamic behavior of sand-rubber mixtures based on hollow cylinder tests. Constr Build Mater 2020;251:118948. doi:10.1016/j.conbuildmat.2020.118948.
36
[37] Zahedi M, Ramezanianpour AA, Ramezanianpour AM. Evaluation of the mechanical properties and durability of cement mortars containing nanosilica and rice husk ash under chloride ion penetration. Constr Build Mater 2015;78:354–61. doi:10.1016/j.conbuildmat.2015.01.045.
37
[38] Ramezanianpour AA, Zolfagharnasab A, Zadeh FB, Estahbanati SH, Boushehri R, Pourebrahimi MR, et al. Effect of Supplementary Cementing Materials on Concrete Resistance Against Sulfuric Acid Attack. High Tech Concr Where Technol Eng Meet, Cham: Springer International Publishing; 2018, p. 2290–8. doi:10.1007/978-3-319-59471-2_261.
38
[39] Ghafari E, Costa H, Júlio E, Portugal A, Durães L. The effect of nanosilica addition on flowability, strength and transport properties of ultra high performance concrete. Mater Des 2014;59:1–9. doi:10.1016/j.matdes.2014.02.051.
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[42] Quercia G, Spiesz P, Hüsken G, Brouwers HJH. SCC modification by use of amorphous nano-silica. Cem Concr Compos 2014;45:69–81. doi:10.1016/j.cemconcomp.2013.09.001.
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[43] Ghoddousi P, Abbasi AM, Shahrokhinasab E, Abedin M. Prediction of Plastic Shrinkage Cracking of Self-Compacting Concrete. Adv Civ Eng 2019;2019.
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[44] Ghaffary A, Moustafa MA. Synthesis of Repair Materials and Methods for Reinforced Concrete and Prestressed Bridge Girders. Materials (Basel) 2020;13:4079. doi:10.3390/ma13184079.
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59
ORIGINAL_ARTICLE
Identifying the Amount of Heat Flux and Thermal Conduction through Fabrics with Appropriate Heat Equation
Heat equations such as heat flux and thermal conduction were applied in this paper so that these values were obtained during heat setting. Cotton spandex woven fabrics have the properties of stretch ability like stretch, growth, elasticity etc. Due to controlling such types of properties heat setting is mandatory. The values of heat flux and thermal conduction would be beneficial to heat application the fabrics more accurately. A heavy weight stretched woven fabric of twill weave was used in this research. The width of the fabric was 60 inch and had a thickness of 2.5 millimeter. Fabric was heated in a stenter machine with adjusted industrial settings. Heat flux values and thermal conduction values of the clothes were investigated using equations stated in this paper. Overheat can damage the fabrics drastically and all the comfort properties are also influenced seriously. Using heat flux equation and thermal conduction equation, fabrics are heated preciously and all these things are practically analyzed, examined and investigated in this research. This research is trial based and the findings are useful to the employees functioning in textile factories who are in duty of heat setting the cotton spandex woven fabrics and to controlling of their all comfort characteristics.
https://www.jcepm.com/article_126114_133beddb108b647d1d7fdada449c8072.pdf
2021-04-01
53
67
10.22115/cepm.2021.239419.1118
heat flux
thermal conduction
stenter machine
industrial settings
heat setting
Shariful
Islam
sharifultextiles@gmail.com
1
Department of Textile Engineering, Faculty of Science and Engineering, City University, Dhaka, Bangladesh
LEAD_AUTHOR
Shaikh Md
Mominul Alam
head.tmdm@butex.edu.bd
2
Department of Textile Machinery Design and Maintenance, Faculty of Science and Engineering, Bangladesh University of Textiles, Tejgaon, Dhaka 1208, Bangladesh
AUTHOR
Shilpi
Akter
shilpiakter@butex.edu.bd
3
Department of Fabric Engineering, Faculty of Textile Engineering, Bangladesh University of Textiles, Tejgaon, Dhaka 1208, Bangladesh
AUTHOR
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58
ORIGINAL_ARTICLE
Influence of Jeffrey Nanofluid on Peristaltic Motion in an Inclined Endoscope
Influence of Jeffrey nanofluid on Peristaltic motion in an Inclined Endoscope where the small intestine, large intestine, or other tracts of the human anatomy are in a cylindrical fashion. Hence in the present paper, we have considered the cylindrical coordinate system. In the gap between two coaxial inclined tubes, we have considered the incompressible non-Newtonian Jeffrey nanofluid. On the assumption of long wavelength and low Reynolds number, the governing equations were investigated. Using the Homotopy Perturbation Technique, coupled equations were solved with the temperature profile and nanoparticle phenomena. Using this present technique, the closed-form solutions of velocity, pressure raise, time-average volume flow rate have been calculated. The important result of this study is that the influence of Jeffrey nanofluid and inclination angle increases the velocity profile. Due to increase in the radius of the inner tube, the velocity of the fluid diminishes. The influence of different physical parameters on temperature, the concentration of nanoparticles, velocity, pressure rise,and frictional force of inner and outer tubes were graphically represented.
https://www.jcepm.com/article_129546_c509ee0e126d9ed58de2e636bfef6a35.pdf
2021-04-01
68
94
10.22115/cepm.2021.261607.1142
Peristaltic motion
Jeffrey Nanofluid
Inclined Endoscope
Homotopy Perturbation Method
Asha
Kotnurkar
as.kotnur2008@gmail.com
1
Department of Studies and Research in Mathematics, Karnatak University, Dharwad, 580003, India
LEAD_AUTHOR
Vijaylaxmi
Talawar
vtvijaylaxmitalawar259@gmail.com
2
Department of Studies and Research in Mathematics, Karnatak University, Dharwad, 580003, India
AUTHOR
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2
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