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i-manager's Journal on Civil Engineering (JCE)

Current Issue Vol. 14 Issue 3

ANALYSIS, DESIGN AND PARAMETRIC STUDY OF RCC BOX CULVERT USING STAAD-PRO
Study of Optimal Span-to-Depth Ratio for Two-Span Post-Tensioned Prestressed Concrete Box Girder Bridges
FACTOR ANALYSIS OF TIME AND COST OVERRUNS IN CONSTRUCTION OF IRRIGATION PROJECTS
Efficient Use of Manufactured Sand and Mineral Admixtures in High-Strength Concrete
Construction of Light weight Bricks Using Coconut Leaf Ash and Building By-products

Most Cited

Volume 3 Issue 1 December - February 2013

Research Paper

Shear Strength of Concrete Deep Beams Loaded with Steel Fibres

Tantary M.A*

Associate Professor, Department of Civil Engineering, NIT Srinagar

Tantary, M.A. (2013). Shear Strength Of Concrete Deep Beams Loaded With Steel Fibres. i-manager’s Journal on Civil Engineering, 3(1), 1-9 . https://doi.org/10.26634/jce.3.1.2150

Abstract

The load transfer mechanism of deep beams is very different from normal flexural beams and these beams are likely to have strength controlled by shear as against flexure. Failure of concrete in shear is highly undesirable owing to its brittleness. However, the intrusion of short steel fibres in concrete matrix impart substantial ductility and enhances shear strength of RC beams. The contribution of various factors attributable to the development of shear strength of fibre concrete beams has been extensively investigated in this study and an analytical model has been formulated to predict the shear strength of fibre based RC beams. The various parameters contributing to the shear strength of reinforced concrete beams are shear span-to-depth ratio, reinforcement ratio, strength of concrete, volume fraction and aspect ratio of fibres. The proposed model for estimation of shear capacity of beams was then compared with existing models and that of with ACI code. A good agreement was noted between them.

References

[1]. Sharma, A.K., “Shear strength of steel fiber reinforced concrete beams”, ACI Journal proceedings V.83, No.4, July-August. (1986) 624-628.

[2]. Narayanan, R, and Darwash, I. Y. S., “Use of steel fibers as shear reinforcement”, ACI Structural Journal, V.84, No.3, May-June (1987) 216-227.

[3]. Mansur, M. A, Ong KCG, Paramasivam P. Shear strength of fibrous concrete beams without stirrups. Journal of Struct Eng, ASCE 1986;112(9):2066–79.

[4]. Samir, A. Ashour, Ghazi S. Hasanain, and Faisal F. Wafa, “Shear behavior of high strength fiber reinforced concrete beams”, ACI Structural Journal, V.89, No. 2, March-April (1992) 176-184.

[5]. Swamy, R. N., and Bahia, H. M. “The effectiveness of steel fibers as shear reinforcement”, Concrete International, V. 7, No.3, March, (1993), pg. 35.

[6]. Khuntia, M.; Stojadinovic, B.; and Goel, S. C., “Shear strength of normal and high strength fibre reinforced concrete beams without stirrups”, ACI Structural Journal, V. 96, No. 2 (1999) 282-289.

[7]. Calegero Cucchiara, Lidia La Mendola, Maurizio Papio. “Effectiveness of stirrups and fibers as shear reinforcement”; Cement and Concrete Composites. 26 (2004) 777-786.

[8]. Collins, M.P., and Kuchma, D., “How safe are our large, lightly reinforced concrete beams, Slabs, and footings”, “ACI Structural Journal, V. 96, No. 4 (2004) pp. 482 – 490.

[9]. Tantary; Prasad; and Upadhyay; “Design aid for shear strength of SFBC beams', “Indian Concrete Journal” January-2007, pp. 37 – 42.

[10]. Batson G., Jenkins E., Spatney R., “Steel Fibers as shear reinforcement in beams”. ACI Journal. Proceedings V.69, No. 10, (Oct. 1972), pg. 640.

[11]. Ashour SA, Hasanain GS, Wafa FF. Shear behavior of highstrength fiber reinforced concrete beams. ACI Struct J 1992;89(2):176–84.

[12]. Kani, G. N. J., “Basic facts concerning shear failure”, ACI Structural Journal, V. 63, No. 6(1966), pp. 675 – 692.

[13]. Karim S. Rebeiz, Javier Fente and Michael A. Frabizzio; “Effect of variables on Shear strength of Concrete Beams”, Journal of Materials in Civil Engineering, V. 13, N0. 6, (2001) 467-470.

[14]. Zararis, P. D., “Shear Compression failure in reinforced concrete deep beams”, Journal of Structural Engineering 2003, V. 129(4) 544-550.

[15]. Naaman, A. E., and Najm, H., “Bond-Slip mechanism of steel fibres in concrete”, ACI Material Journal 1992, V. 88(2): 135-145.

[16]. K.H.Tan, K.Murugappan and P.Paramasivam., “Shear behavior of steel fiber reinforced concrete beams”, ACI Structural Journal, V.89, No.6 (1993) 03-11.

[17]. Soroushian P., and Chan-Don Lee., “Distribution and orientation of fibres in steel fibre reinforced concrete”, ACI Material Journal V. 87, No. 5 (1990) pp. 433-439.

[18]. American Concrete Institute, “Building Code Requirements for Reinforced Concrete ACI 318-2002”, American Concrete Institute, ( 2002).

[19]. Collins, M.P., and Kuchma, D., “How safe are our large, lightly reinforced concrete beams, Slabs, and footings”, “ACI Structural Journal, V. 96, No. 4 (1999) pp. 482 – 490.

[20]. Gaetano Russo, Somma, G., and Mitri, D., “Shear strength analysis and prediction for reinforced concrete beams without stirrups”, Journal of Structural Engineering, V. 131, No. 1 (2005), pp. 66 – 74.

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Research Paper

Sub-Basin Scale Hydrologic Response Assessment Through Morphometric Analysis: A Case Study Of Sirsa Basin, Western Himalaya, India.

Pratik Dash* , S. P. Aggarwal, Narender Verma*

* Research Scholar, Department of Geography, Banaras Hindu University, Varanasi, India.

Scientist SF, Water Resources Department, Indian Institute of Remote Sensing, Dehradun, India.

* Assistant Professor, Department of Geography, Banaras Hindu University, Varanasi, IndiaAuthor2 Description

Dash, P., Aggarwal, S. P., and Verma, N. (2013). Sub-Basin Scale Hydrologic Response Assessment Through Morphometric Analysis: A Case Study Of Sirsa Basin, Western Himalaya, India. i-manager’s Journal on Civil Engineering, 3(1), 10-18. https://doi.org/10.26634/jce.3.1.2151

Abstract

Morphometric analysis is more efficiently used in geomorphology and hydrology to interpret basin hydrologic behaviour since Horton’s period. Morphometric analysis concomitant with time of concentration and runoff coefficient are used in this study for the analysis of hydrologic responses of Sirsa basin. Toposheets-based drainage lines are used in this study; while Digital Elevation Model (DEM) data are used for relief and slope analysis. Landsat Thematic Mapper (TM) data was used to prepare land use/cover map. Some selected morphometric parameters and hydrologic behaviour of the basin as well as its twelve sub-basins were analyzed. The overall analysis of the whole basin indicates low to moderate peak flood. A sub-basin wise analysis indicates that only three higher order downstream sub-basins are flood prone. The study is very useful for watershed prioritization.

References

[1]. Ahmed, S.A., Chandrashekarappa, K.N., Raj, S.K., Nischitha, V. and Kavitha, G., (2010). 'Evaluation of morphometric parameters derived from ASTER and SRTM DEM – A study on Bandihole sub-watershed basin in Karnataka', J Indian Soc Rem Sen, Vol.38, pp. 227–238.

[2]. Church, P.E., Granato, G,E., Owens, D.W., (1999). 'Basic requirements for collecting, documenting and reporting precipitation and storm water—flow measurements', US Department of Interior, US Geological Survey, Open-File Report, 99–255.

[3]. Hadley, R.F. and Schumm, S.A., (1961). 'Sediment sources and drainage basin characteristics in upper Cheyenne River basin', USGS Water-Supply Paper, 1531-B, pp. 137-197.

[4]. Horton, R.E., (1932). 'Drainage basin characteristics', Trans-Amer Geophys Union, Vol.13, pp. 350–361.

[5]. Horton, R.E., (1945). 'Erosional development of streams and their drainage basins: Hydrophysical approach to quantitative morphology', Bull Geol Soc Am, Vol.56, pp. 275–370

[6]. Jain, V. and Sinha, R., (2003). 'Evaluation of geomorphic control on flood hazard through geomorphic instantaneous unit hydrograph', Current Science, Vol. 85, No.11, pp. 1596-1600.

[7]. Javed, A., Khanday, M.Y. and Ahmed, R., (2009). 'Prioritization of sub-watersheds based on morphometric and land use analysis using remote sensing and GIS techniques', J Indian Soc Rem Sen, Vol.37, pp. 261–274.

[8]. Kirpich, Z.P., (1940). 'Time of concentration of small agricultural watersheds', Civ Eng, Vol.10, No. 6, pp. 362. [9]. Leopold, L.B. and Miller, J.P., (1956). 'Ephemeral streams: hydraulic factors and their relation to the drainage network', US Geol Survey prof paper, 282-A.

[10]. Melton, M.A., (1957). 'An analysis of the relation among elements of climate, surface properties, and geomorphology', Proj NR 389-042, Tech Rept 11, Columbia Univ, Dept Geol, ONR, New York,

[11]. Miller, V.C., (1953). 'A quantitative geomorphic study of drainage basin characteristics in the Clinch Mountain area, Verginia and Tennessee', Project NR 389-042, Tech. Rept. 3, Columbia University, Dept. of Geology, ONR, Geography Branch, New York,

[12]. Mishra, S. and Nagarajan, R., (2010). 'Morphometric analysis and prioritization of sub watersheds using GIS and Remote Sensing techniques: a case study of Odisha, India', International J Geomatics and Geosciences, Vol.1, No.3, pp. 501-510.

[13]. Morisawa, M.E., (1959). 'Relation of morphometric properties to runoff in the Little Mill Creek, Ohio, drainage basin', Tech rept 17, Columbia Univ, Dept Geol, ONR, New York.

[14]. Patton, P.C. and Baker, V.R., (1976). 'Morphometry and floods in small drainage basins subject to diverse hydrogeomorphic controls', Water Resources Research, Vol.12, No.5, pp. 941-952.

[15]. Philip,G., Suresh, N., Bhakuni, S.S. and Gupta, V., (2011). 'Paleoseismic investigation along Nalagarh thrust: evidence of late pleistocene earthquake in Pinjaur Dun, northwestern sub-Himalaya', J Asian Earth Sci, Vol.40, pp. 1056–1067

[16]. Prasannakumar, V., Vijith, H. and Geetha, N., (2011). 'Terrain evaluation through the assessment of geomorphometric parameters using DEM and GIS: case study of two major sub-watersheds in Attapady, South India', Arab J Geosci, doi:10.1007/s12517-011-0408-2.

[17]. Reddy, G.P.O., Maji, A.K. and Gajbhiye, K.S., (2004). 'Drainage morphometry and its influence on landform characteristics in a basaltic terrain, Central India – a remote sensing and GIS approach', Inter J Applied Earth Obs Geoinfor, Vol.6, pp. 1–16.

[18]. Romshoo, S.A., Bhat, S.A. and Rashid, I., (2012). 'Geoinformatics for assessing the morphometric control on hydrological response at watershed scale in the Upper Indus Basin' J. Earth Syst. Sci. Vol 121, No.3, pp. 659–686

[19]. Schumm, S.A. (1956). 'Evolution of drainage systems and slopes in badlands at Perth Amboy, New Jersey', Bull Geol Soc Amer, Vol.67, pp. 597-646.

[20]. Sherman, L.K., (1932). 'The relation of hydrographs of runoff to size and character of drainage basins', Eos Trans. AGU, Vol.13, pp. 332-339.

[21]. Strahler, A.N., (1952). 'Dynamic basis of geomorphology', Bull Geol Soc Amer, Vol.63, pp. 923–938.

[22]. Strahler, A.N., (1957). 'Quantitative analysis of watershed geomorphology', Trans Amer Geophys Union, Vol.38, pp. 913–920.

[23]. Strahler, A.N., (1958). 'Dimensional analysis applied to fluvially eroded landforms', Bull Geol Soc Amer, Vol.69, pp. 279-300.

[24]. Strahler, A.N., (1964). 'Quantitative geomorphology of drainage basins and channel networks', In: Chow VT (ed) Handbook of applied hydrology, McGraw Hill, New York,Section 4–11.

[25]. Thakkar, A.K. and Dhiman, S.D., (2007). 'Morphometric analysis and prioritization of miniwatersheds in Mohr watershed, Gujarat using remote sensing and GIS techniques', J Indian Soc Rem Sen, Vol.35, No.4, pp. 313- 321.

[26]. Tucker, G.E. and Bras, R.L. (1998). 'Hillslope processes, drainage density and landscape morphology', Water Resour Res, Vol.34, No.10, pp. 2751-2764.

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Research Paper

Prediction Of The Compressive Strength In Fal-G Compressed Blocks

Radhakrishna* , Niranjan P.S.**

* Associate Professor and Dean, Department of Civil Engineering, R V College of Engineering, Bangalore

** Professor, Department of Civil Engineering, MVJ College of Engineering, Bangalore

Radhakrishna and Niranjan, P. S. (2013). Prediction Of The Compressive Strength In Fal-G Compressed Blocks. i-manager’s Journal on Civil Engineering, 3(1),19-24 . https://doi.org/10.26634/jce.3.1.2152

Abstract

The rapid increase in the capacity of thermal power generation in India has resulted in the production of a huge quantity of fly ash. The prevailing disposal methods are not free from environmental pollution and ecological imbalance. Large stretches of scarce land, which can be used for shelter, agriculture or some other productive purposes, are being wasted for disposal of fly ash. The production of each ton of cement releases an equal amount of carbon dioxide to the atmosphere. The usage of cement can be reduced by using the other possible cementing materials without compromising the strength and durability. FaL-G, finds extensive application in the manufacturing of building components and materials such as solid bricks, hollow bricks and structural concretes. It is free from conventional cement. It is free from conventional cement. FaL-G technology enables production of bricks with a simple process of mixing, moulding and water curing. Due to such appropriate technology apart from economy, conservation of energy and pollution control are also achieved. Housing is a great problem in today's world. The most basic building material for construction of houses is the usual burnt clay brick. A significant quantity of fuel is utilized in making these bricks. Also, continuous removal of topsoil, in producing conventional bricks, creates environmental problems

References

[1]. Abrams D.(1918). Design of concrete mixtures, Bulletin No.1, ,Structural Materials Research Laboratory, Lewis Institute Chicago, p20-1918

[2]. Ambalavanan.R. and A. Roja,( 1996). Feasibility study on utilization of waste lime and gypsum with fly ash. Indian Concrete Journal 70, pp. 611–616.

[3]. Bhanumathidas, N and Kalidas, N. (2002). FaL-G: Hydraulic cement. Proc. Of National workshop on Alternative Building Methods. Department of Civil Engg. Indian Institute of Science. Bangalore : 17-23.

[4]. Bhanumathidas.N and N. Kalidas.,( 2003). Fly ash: The resource for construction Industry, Indian Concrete Journal, April 2003.

[5]. Bhanumathidas.N and N. Kalidas.,( 2004). Dual role of gypsum: Set retarder and strength accelerator, Indian Concrete Journal, March, 2004, Point of View pp1-4.

[6]. Bolomey, J. ( 1927). Durecissenment des mortiers ets benton. Tech. Suisse Romande Nos. 16, 22 and 24. –2.4.1,1927.

[7]. Nagaraj, T.S. and Zahida Banu,( 1996). Generarization of Abram's Law. Cement and Concrete Research, Elsevier Science, 26(6), : 933 – 942,1996.

[8]. Radhakrishna (2010).“Analysis And Assessment of Compressive Strength In FaL-G Composites”, The Journal of Solid Waste Technology and Management, Volume 36, No.2, May 2010, pp 110-127.

[9]. Singh.M. and M. Garg ,(1997). Durability of cementitious binder derived from industrial wastes. Mater Struct 30, pp. 607–612.

[10]. Sunil Kumar., (2002). ‘A perspective study on fly ash–lime–gypsum bricks and hollow blocks for low cost housing development’, Construction and Building Materials, Volume 16, Issue 8 , December 2002, 519-525.

[11]. Techenne, D.C., Nicholls,J.C., Franklin, R.E. and Hobbs, D. (1988). Design of normal concrete mixes, published by the Department of environment, HMSO , 1-42.

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Research Paper

Analyzing the Behaviour of Concrete with Waste Ceramic as Fine Aggregate

T. Senthil Vadivel* , R. Thenmozhi, M. Doddurani*

* Associate Professor, Department of Civil Engineering, KPR Institute of Engineering & Technology, Coimbatore, Tamilnadu, India.

Associate Professor, Department of Civil Engineering, Thandhai Periyar Government Institute of Technology, Vellore, Tamilnadu, India

* Assistant Engineer, PWD/WRO, Cauvery Basin, Salem, Tamilnadu, India

Vadivel, S. T., Thenmozhi, R., and Doddurani, M. (2013). Analyzing The Behaviour Of Concrete With Waste Ceramic As Fine Aggregate. i-manager’s Journal on Civil Engineering, 3(1), 25-29 . https://doi.org/10.26634/jce.3.1.2153

Abstract

Common river sand is expensive due to excessive cost of transportation from natural sources. Also large–scale depletion of these sources creates environmental problems. Use of hazardous industrial wastes in concrete-making will lead to greener environment, reuse of these wastes from construction and demolition is one of the most important purposes around the world. One of the most important wastes, due its wide range of reuse possibilities, is ceramic waste from the construction and ceramic industry. In ceramic industry about 30% production goes as waste, which is not recycled at present. In this paper, an attempt has been made to find the suitability of the ceramic industrial wastes as a possible substitute for conventional fine aggregate. Experiments were carried out to determine the mechanical properties of concrete with ceramic waste as fine aggregate at four different proportions (20%, 40%, 60%, and 80%) and to compare them with conventional concrete. The gradation and the properties of fine and ceramic aggregates were very much close to each other. Test results indicates that the workability of ceramic waste fine aggregate concrete is good and the strength characteristics are comparable to those of the conventional concrete.

References

[1]. Mangaraj, B.K., and Krishnamoorthy, S. (1994). Use of Ponded Fly ash as part replacement of fine Aggregate in Mortar and Concrete”, International Concrete Journal.

[2]. Naik, T.R. (1993). “Utilization of used foundry sand as constructional material”, International seminar on Innovation World of Concrete, Bangalore, India, 3, 287-297.

[3]. Ranganathan, R.V. (2000). Use of Coarse Fly ash as part replacement of fine aggregate in concrete, Proceedings of All India Seminar on Materials and Machines for Construction, New Age International,82-93.

[4]. Ravichandran, A., Sekar, S.K. and Hemakumar I (1998). Performance of Ceramic Waste as Fine Aggregate by Replacing Sand in Cement Mortar and Concrete, Proceedings of All India Seminar on Advances in Cement and Concrete.

[5]. Ravindrarajah, R., Loo, Y.H. and Tom, C.T. (1987). Recycled aggregate is used as Fine and Coarse aggregate, International Seminar Innovative World of Concrete.

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Research Paper

Studies on Strength, Acid Attack and sulphate Attack of High Strength Self Compacting Concrete Using Mineral Admixtures

S. Sesha Phani* , Seshadri Sekhar, P. Srinivasa Rao, P. Sravana, Sarika. P

* Deputy Executive Engineer, Tirumala Tirupathi Devasthanams, Hyderabad.

Principal, Ashoka Institute of Engineering & Technology, Andhra Pradesh, India.

- Jawaharlal Nehru Technological University, College of Engineering, Hyderabad, Andhra Pradesh, India.

Student, Dept of Civil Engineering, VNR&VJIET, Bachupally, Hyderabad.

Seshaphani, S., Sekhar, S. T., Rao, S., Sravana., and Sarika. P. (2013). Studies On Strength, Acid Attack And Sulphate Attack Of High Strength Self Compacting Concrete Using Mineral Admixtures. i-manager’s Journal on Civil Engineering, 3(1), 30-34 . https://doi.org/10.26634/jce.3.1.2154

Abstract

Self compacting concrete is a fluid mixture suitable for placing in structures with congested reinforcement without vibration. Any attempt to increase the stability of fresh concrete (cohesiveness) requires using increase amount of fine materials in the mixes. Self compacting concrete is made from almost the same ingredients as that of conventionally vibrated concrete except that relative proportions of these ingredients are to be carefully selected to impart self compacting property of fresh concrete without a need for any external compacting and vibrating equipment. An increase in the flow ability of concrete is known to increase the risk of segregation. Therefore it is essential to have proper mix design. None of the test methods and design procedures for Self compacting concrete have yet been standardized and included in Indian Standard Code. In the present investigation a rational mix design is established and self compactability testing methods have been carried out from the view point of making it a standard concrete by using mineral admixtures like micro silica and fly ash for imparting High Strength Self Compacting Concrete. The flow properties of resulting concrete is characterized in the fresh state by methods used for Self compacting concrete, such as Slump-flow, V-funnel and L- box tests respectively. Further the strength and durability properties are examined for High Strength Self Compacting Concrete mix of grade M100.

References

[1]. Audenaert.K,Boel.V & De Schutter.G “Chloride penetration in self compacting concrete by cyclic immersion”, First international symposium on Design, Performance and Use of Self Consolidating Concrete SCC 2005 –China,26-28,May 2005, Changsha, Hunan, China ,PP 355-362.

[2]. Anne-Mieke, Poppe Geert De Schutter “Creep and Shrinkage Of Self Compacting Concrete”, International Conference on Advances in Concrete, Composites and Structures, held at SERC, Chennai, 6-8 January, 2005 PP 329-336.

[3]. Paratibha Aggarwal, Rafat Siddique, Yogesh Aggarwal, Surinder M Gupta “Self-Compacting Concrete- Procedure for Mix Design”, Leonardo Electronic Journal of Practices and Technologies, Issue 12, January-June 2008, pp 15-24.

[4]. Soo-Duck Hwang, Kamal H. Khayat, and Olivier Bonneau, ”Performance-Based Specifications of Self- Consolidating Concrete Used in Structural Applications”, ACI Materials Journal/March-April 2006,PP 121-129.

[5]. Robert C. Lewis and S.A.Hasbi, ”Use of silica fume concrete: selective cases studies”, Indian Concrete Journal, October 2001, Vol.75, No.10, pp 645-652.

[6]. Praveen Kumar and S.K.Kaushik, ”Some trends in the use of concrete: Indian Scenario”, Indian Concrete Journal, December 2003, Volume 77, No.12,pp 1503- 1508.

i-manager's Journal on Civil Engineering (JCE)

Current Issue Vol. 14 Issue 3

Most Read

Most Cited

Volume 3 Issue 1 December - February 2013

Shear Strength of Concrete Deep Beams Loaded with Steel Fibres

Tantary M.A*

Associate Professor, Department of Civil Engineering, NIT Srinagar

Tantary, M.A. (2013). Shear Strength Of Concrete Deep Beams Loaded With Steel Fibres. i-manager’s Journal on Civil Engineering, 3(1), 1-9 . https://doi.org/10.26634/jce.3.1.2150

Abstract

References

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Sub-Basin Scale Hydrologic Response Assessment Through Morphometric Analysis: A Case Study Of Sirsa Basin, Western Himalaya, India.

Pratik Dash* , S. P. Aggarwal**, Narender Verma***

* Research Scholar, Department of Geography, Banaras Hindu University, Varanasi, India. ** Scientist SF, Water Resources Department, Indian Institute of Remote Sensing, Dehradun, India. *** Assistant Professor, Department of Geography, Banaras Hindu University, Varanasi, IndiaAuthor2 Description

Dash, P., Aggarwal, S. P., and Verma, N. (2013). Sub-Basin Scale Hydrologic Response Assessment Through Morphometric Analysis: A Case Study Of Sirsa Basin, Western Himalaya, India. i-manager’s Journal on Civil Engineering, 3(1), 10-18. https://doi.org/10.26634/jce.3.1.2151

Abstract

References

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Prediction Of The Compressive Strength In Fal-G Compressed Blocks

Radhakrishna* , Niranjan P.S.**

* Associate Professor and Dean, Department of Civil Engineering, R V College of Engineering, Bangalore ** Professor, Department of Civil Engineering, MVJ College of Engineering, Bangalore

Radhakrishna and Niranjan, P. S. (2013). Prediction Of The Compressive Strength In Fal-G Compressed Blocks. i-manager’s Journal on Civil Engineering, 3(1),19-24 . https://doi.org/10.26634/jce.3.1.2152

Abstract

References

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Analyzing the Behaviour of Concrete with Waste Ceramic as Fine Aggregate

T. Senthil Vadivel* , R. Thenmozhi**, M. Doddurani***

Vadivel, S. T., Thenmozhi, R., and Doddurani, M. (2013). Analyzing The Behaviour Of Concrete With Waste Ceramic As Fine Aggregate. i-manager’s Journal on Civil Engineering, 3(1), 25-29 . https://doi.org/10.26634/jce.3.1.2153

Abstract

References

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Studies on Strength, Acid Attack and sulphate Attack of High Strength Self Compacting Concrete Using Mineral Admixtures

S. Sesha Phani* , Seshadri Sekhar**, P. Srinivasa Rao***, P. Sravana****, Sarika. P*****

Seshaphani, S., Sekhar, S. T., Rao, S., Sravana., and Sarika. P. (2013). Studies On Strength, Acid Attack And Sulphate Attack Of High Strength Self Compacting Concrete Using Mineral Admixtures. i-manager’s Journal on Civil Engineering, 3(1), 30-34 . https://doi.org/10.26634/jce.3.1.2154

Abstract

References

Full Article (HTML)

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Pratik Dash* , S. P. Aggarwal, Narender Verma*

* Research Scholar, Department of Geography, Banaras Hindu University, Varanasi, India.

Scientist SF, Water Resources Department, Indian Institute of Remote Sensing, Dehradun, India.

* Assistant Professor, Department of Geography, Banaras Hindu University, Varanasi, IndiaAuthor2 Description

* Associate Professor and Dean, Department of Civil Engineering, R V College of Engineering, Bangalore

** Professor, Department of Civil Engineering, MVJ College of Engineering, Bangalore

T. Senthil Vadivel* , R. Thenmozhi, M. Doddurani*

S. Sesha Phani* , Seshadri Sekhar, P. Srinivasa Rao, P. Sravana, Sarika. P