i-manager Publications

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

Current Issue Vol. 14 Issue 2

Behavioral Studies on Sorptivity of the Concrete Blended with Nano Silica
Optimization of Lane Based Signalized Intersections through VISSIM at Outer Ring Road Bengaluru
Trend Analysis of Rainfall Data using Mann-Kendall Test and Sen's Slope Estimator
A Review on Sustainable Utilization of Bauxite Residue (Red Mud) for the Production of Mortar and Concrete
A Critical Review of Experimental Research on the Durability of Cement Modified with Partial Steel Slag Replacement

Most Cited

Volume 1 Issue 3 June - August 2011

Article

An Analytical study on Load-Deflection Response of Prefabricated Cage Reinforced Composite Beams

Chithra* , R. Thenmozhi, M.C.Ravathi*

* Assistant Professor, Department of Civil Engineering, Government College of Technology, Coimbatore, Tamilnadu.

Associate Professor, Department of Civil Engineering, Thanthai Periyar Government Institute of Technology, Vellore, Tamilnadu.

* PG Scholar, Government College of Technology, Coimbatore, Tamilnadu.

Chithra, R., Thenmozhi, R., and Ravathi, M, C. (2011). An Analytical Study On Load-Deflection Response Of Prefabricated Cage Reinforced Composite Beams. i-manager’s Journal on Civil Engineering, 1(3), 1-6. https://doi.org/10.26634/jce.1.3.1678

Abstract

Experimental studies have reported that Prefabricated Cage can effectively improve the flexural strength, ductility and deformation characteristics of Prefabricated Cage Reinforced Composite (PCRC) Beams. This paper presents an analytical solution to predict the load deflection response of PCRC beams. An equation for effective moment of inertia is proposed interms of uncracked and cracked moment of inertia of the section. A reduction factor ß is also introduced in the equation to account the influence of percentage of steel and yield strength of steel. Experimental results from literature were employed to validate the analytical results. The findings show that the theoretical analyses are in good agreement with the test data in load—deformation curves upto yielding of steel. The theoretical deflection calculated at service load has a reasonably good agreement with the experimental results, which demonstrates the present closed-form solution is simple yet accurate. The analyses also show the deformation characteristics of PCRC beams is significantly influenced by the percentage of tension steel.

References

[1]. Chithra, R., and Thenmozhi R. (2011). Studies on prefabricated cage reinforced steel- concrete composite beams, Asian Journal of Civil Engineering (Building and Housing), No. 1, 12, pp.27-37.

[2.] Chithra, R., Thenmozhi R., and Ravathi M.C. (2011). “Flexural Ductility of Prefabricated Cage Reinforced Steel-Concrete Composite Beams” Asian Journal of Civil Engineering (Building & Housing), No.6, 12, pp.719-729.

[3]. Halil Sezen and Mohammad Shamsai, (2007). “Behaviour of Normal Strength Concrete Columns Reinforced with Prefabricated Cage System”, Structures Congress 2006, pp.74.

[4]. Halil sezen and Mohammad Shamsai, “Economic Evaluation of Reinforced Concrete Structures with Columns Reinforced with Prefabricated Cage System”, Journal of Construction Engineering and Management, No. 11, 133, pp.864-870.

[5]. Max L. Porter, and Carl E. Ekberg, (1976). “Design Recommendations for Steel Deck Floor Slab”, Journal of the structural division, pp.2121-2136.

[6]. Mohammad Shamsai and Halil sezen, (2005). “Fast and Easy Concrete Construction Using Innovative Steel Reinforcement”, Construction Research Congress, pp. 63.

[7]. Prabhakara, R., Muthu, K.U., and Meenakshi. R. (2007). “Allowable span/depth ratio for high strength concrete beams” the Arabian Journal for Science and Engineering, No.2B, 32, pp. 349-358.

[8]. Vijaya Rangan, B. (1982). “Control of Beam Deflections by Allowable Span-Depth Ratios”, ACI Structural Journal, No.5, 79, pp.372-377.

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Research Paper

Determination Of Infiltration Parameters For Urban Flood Modeling

Sanat Nalini Sahoo* , Sreeja**

* Research Scholar, Department of Civil Engineering, IIT Guwahati, India.

** Assistant Professor, Department of Civil Engineering, IIT Guwahati, India.

Sahoo, S, N., and Sreeja, P. (2011). Determination Of Infiltration Parameters For Urban Flood Modeling. i-manager’s Journal on Civil Engineering, 1(3), 7-12. https://doi.org/10.26634/jce.1.3.1679

Abstract

The tremendous growth of infrastructure has reduced the precipitation accommodating capacity of urban areas. This has magnified the runoff volume and peak flow there by aggravating the flooding condition. So for an efficient flood management strategy to be followed, the infiltration process has to be modeled effectively and thus the runoff should be accurately predicted. For modeling of infiltration process the infiltration parameters are normally determined through model calibration or field measurements. In this study the infiltration rate of a locally available sandy soil has been obtained by using tension infiltrometer. Various infiltration parameters like steady state flows, saturated and unsaturated hydraulic conductivities and sorptivity at different suction heads were then derived. The tests have been conducted with different degree of compaction and saturation to recreate the natural field condition of the total urban catchment. The unsaturated hydraulic conductivity of the soil was found out to be 0.00104cm/sec and 0.00016cm/ sec for suction head of 10cm and 20cm respectively for an oven dried soil of dry unit weight of 1.48gm/cc. Since most of the infiltration models need one or more of the above mentioned infiltration parameters, the details obtained from this study would be quite helpful for flood modeling, by incorporating realistic infiltration characteristics of the catchment.

References

[1]. Ankeny, M.D., Ahmed, M., Kaspar, T.C., and Horton, R. (1991). “Simple field method for determining unsaturated hydraulic conductivity.” Soil Science Society of America, Journal, 55, 467-470

[2]. Bouwer, H. (1986). “Intake rate: Cylinder Infiltrometer.” Methods of Soil Analysis, Part-1, Physical and Minerological Methods, Agronomy Monograph No-9, 2nd Ed., American Society of Agronomy, Soil Science Society of America, Madison, Wis., 825-855.

[3]. Bouwer, H. (1994). “Estimating the ability of vadose zones to transmit liquids.” Handbook of vadose zone Characterization and monitoring, L.G Wilson, L. G Everett and S. J. Cullen ed., Lewis, Boca Raton, Fla., 177-188.

[4]. Bouwer, H., Back, T., and Oliver, J. M. (1999). “Predicting infiltration and ground-water mounds for artificial recharge”. Journal of Hydrologic Engineering, ASCE, 4 (4), 350-357.

[5]. Chow, V.T., Maidment, D.R., and Mays, L.W. (1988): Applied Hydrology, Mc Graw Hill Book Company, New York

[6]. Green, W. and Ampt, G. (1911). “Studies on soil physics part I: the flow of air and water through soils”. Journal of Agricultural Science 4, 1–24.

[7]. Horton, R. (1940). “The role of infiltration in the hydrologic cycle”. American Geophysical Union Transactions 14, 446–460.

[8]. Jain, A., and Kumar, A. (2006). “An evaluation of artificial neural network technique for the determination of infiltration model parameters.” Applied soft computing, 6 (3), 272-282.

[9]. Logsdon, S.D., and D.B. Jaynes. (1993). “Methodology for determining hydraulic conductivity with tension infiltrometers”. Soil Sci. Soc. Am. J. 57:1426–1431.

[10]. McKenzie, N., Coughlan, K., and Cresswell, H. (2002). “Soil physical measurement and interpretation for land evaluation”. CSIRO Publishing, Australia.

[11]. Perroux, K.M., and White, I. (1988). “Designs for Disc infiltrometers.” Soil Science Society of America, Journal, 52, 1205-1215.

[12]. Philip, J. (1957). “The theory of infiltration: 4. Sorptivity and albegraic infiltration equations”. Soil Science 84 (3), 257–264.

[13]. Reynolds, W.D., and Elrick, D.E. (1991). “Determination of hydraulic conductivity using a tension infiltrometer”. Soil Science Society of America, Journal, 55, 633-699.

[14]. Richards A. (1931). “Capillary conduction of liquids through porous mediums”. Physics 1, 318–333.

[15]. Scotter, D.R., Clothier, B.E., and Harper, E.R. (1982). “Measuring saturated hydraulic conductivity and sorptivity using twin rings.” Australian Journal of Soil Research, 20, 295-304.

[16]. Shani, U, Hank, R. J., Bresler, E. and Oliviera, C. A. S. (1987): “Field method for estimating hydraulic conductivity and matric potential -water content relations.” Soil science Society of America Journal, 51, 298-302.

[17]. Simunek, J., and M.Th. van Genuchten. (1996): “Estimating unsaturated soil hydraulic properties from tension disc infiltrometer data by numerical inversion.” Water Resources. Research. 32:2683–2696.

[19]. Simunek, J., and M.Th. van Genuchten. (1997): “Estimating unsaturated soil hydraulic properties from multiple tension disc infiltrometer data.” Soil Sci. 162:383–398.

[20]. Smettem, K.R., and B.E. Clothier. (1989): “ Measuring unsaturated sorptivity and hydraulic conductivity using multiple disc permeameters.' J. Soil Sci. 40:563–568.

[21]. Smith, K.A., and Mullins, C.E. (2001). “Soil and environmental analysis: physical methods.” 2nd Ed., revised and expanded, Marcel Dekker, Inc., New York.

[22]. Zhang, R. (1997): “Determination of soil sorptivity and hydraulic conductivity from the disk infiltrometer.” Soil Sci. Soc. Am. J. 61:1024–1030.

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Research Paper

Lateral Response of Pile Group

Jasim M Abbas*

Department of Civil Engineering, College of Engineering, Diyala University, Iraq.

Abbas, J, M. (2011). Lateral Response Of Pile Group. i-manager’s Journal on Civil Engineering, 1(3), 13-17. https://doi.org/10.26634/jce.1.3.1680

Abstract

The main objective for this study is to determine the relationship between pile spacing and p-multipliers (fm - pile-to-pile modulus multiplier) for a laterally loaded pile-group. In addition, the appropriate p-multipliers for a 3-pile group configuration at 2D, 4D, 6D and 8D pile spacing is also determined. Therefore, a three-dimensional finite element approach was used to assess the lateral pile and pile group response subjected to pure lateral load. Results of the influence of load intensities, group configuration, pile spacing are discussed in terms of response of load vs. lateral displacement, load vs. soil resistance and corresponding p-y curves. The improved plots can be used for laterally loaded pile design and also to produce the group action design p-multiplier curves and equations. As a result, design curves were developed and applied on the actual case studies and similar expected cases for assessment of pile group behavior using improved p-multiplier. A design equation was derived from predicted design curves to be used in the evaluation of the lateral pile group action. It was found that the group interaction effect led to reduced lateral resistance for the pile in the group relative to that for the single pile.

References

[1]. Brinkgreve, R.B.J., & Broere, W. (2004). PLAXIS 3D FOUNDATION - version 1. Netherlands.

[2]. Brown, D.A., Morrison, C., and Reese, L.C. (1988). Laterally load behavior of pile group in sand. Journal of Geotechnical Engineering Division. Vol. 114, No.11, pp.1261-1276.

[3]. Dunnavant, T.W., and O'Neill, M.W. (1986). Evaluation of design-oriented methods for analysis of vertical pile groups subjected to lateral load. Numerical Methods in Offshore Piling, Inst. Francais du Petrole, Labortoire Central des ponts et Chausses, 303-316.

[4]. Duncan, J.M., Evans, L.T., and Ooi, P.S. (1994). Lateral load analysis of single piles and drilled shafts. Journal of Geotechnical Engineering, ASCE , Vol.120, No. 6, pp. 1018-1033.

[5]. Kahyaoglu, M.R., Imancli, G., Ozturk, A.U., and Kayalar, A.S. (2009). Computational 3D finite element analyses of model passive piles. Computational Materials Science. (In press)

[6]. Karthigeyan, S., Ramakrishna, V.V.G.S.T., and Rajagopal K. (2006). Influence of vertical load on the lateral response of piles in sand. Computer and Geotechnics, Vol. 33, pp.121-131.

[7]. Iyer, P.K., & Sam, C. (1991). 3-D elastic analysis of three-pile caps. Journal of Engineering Mechanics, 117(12).

[8]. Mokwa, R. L. and Duncan, J. M. (2001). Laterally loaded pile group effects and p-y multipliers. ASCE Geotechnical Special Publication, GSP No. 113, Foundations and Ground Improvement, Proceedings of the GEO-Odyssey Conference, Blacksburg, VA, pp. 728-742.

[9]. Remaud D., Garnier J., Frank R. (1998). Laterally Loaded Piles in dense sand: Group Effects. Proc. Centrifuge 98. Tokyo: 533-538.

[10]. Rollins K. M., Peterson, K.T., and Weaver, T. J. (1998). Lateral load behavior of full-scale pile group in clay. Journal of Geotechnical and Geoenvironmental Engineering. Vol. 124, No. 6, pp.468-478.

[11]. Rollins K. M., Lane J. D. and Gerber T M. (2005). Measured and Computed Lateral Response of a Pile Group in Sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. Vol.131, No. 1, pp.103-114.

[12]. Rollins, K.M., Olsen2 K.G., Jensen D.H., Garrett B.H., Olsen R.J., and Egbert, J.J. (2006). Pile Spacing Effects on Lateral Pile Group Behavior: Analysis. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. Vol.132, No. 10, pp.1272-1283.

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Research Paper

Optimization of Hybrid Fibre Reinforced Concrete Beams Using Genetic Algorithm

Eswari* , Raghunath, Kothandaraman*

* Assistant Professor, Department of Civil Engineering, Pondicherry Engineering College, Pondicherry, India.

Professor, Department of Civil and Structural Engineering, Annamalai University, Chidambaram, India.

* Professor, Department of Civil Engineering, Pondicherry Engineering College, Pondicherry, India.

Eswari, S., Raghunath, P. N., and Kothandaraman, S. (2011). Optimization Of Hybrid Fibre Reinforced Concrete Beams Using Genetic Algorithm. i-manager’s Journal on Civil Engineering, 1(3), 18-22. https://doi.org/10.26634/jce.1.3.1682

Abstract

A genetic algorithm is used to perform the discrete optimization of hybrid fibre reinforced concrete beams subject to a specified set of constraints. The objective function considered is the total cost of the materials. The Genetic Algorithm tries to minimize the cost for achieving required load carrying capacity, permissible deflection, ductility and average crack width for optimum combination of polyolefin and steel fibres. The input variables are breadth, depth, length, cost of polyolefin fibre, cost of steel fibre, ultimate load, ultimate deflection, ductility, average crack width are to be entered. The output of the given problem is Fibre volume ratio, Fraction of polyolefin fibre, Fraction of steel fibre, and Minimized cost. It is shown that the developed genetic algorithm obtained an optimal solution for hybrid fibre reinforced concrete beams.

References

[1]. Coello Coello, C.A., Christiansen, A.D., and Santos Hernandez, F. (1997). A Simple Genetic Algorithm for the Design of Reinforced Concrete Beams, Engineering with Computers, 13, 185-196.

[2]. Chee-Kiong Soh and Jiaping Yang (1998). Optimal Layout of Bridge Trusses by Genetic Algorithms, Computer Aided Civil and Infrastructure Engineering, 13, 247-254.

[3]. Charles Camp, Shahram Pezeshk and Guozhong Cao (1998). Optimized Design of Two-Dimensional Structures using a Genetic Algorithm, Journal of Structural Engineering, 124 (5), 551-557.

[4]. Mares, C., and Surace, C. (1996). An Application of Genetic Algorithms to identify Damage in Elastic Structures, Journal of Sound and Vibration, 2, 195-215.

[5]. Goldburg, D.E. (1989). Genetic Algorithms in Search, Optimization and Machine Learning, Reading. Addison-Wesley Longman.

[6]. Rajeev, S., and Krishnamoorthy, C.S. (1998). Genetic Algorithm-Based Methodology for Design Optimization of Reinforced Concrete Frames, Computer Aided Civil and Infrastructure Engineering, 13 63-74.

[7]. Shah, R.H., Pandya, I.I., and N.D. Koladia, (2000). Optimization of Fibre Reinforced Concrete Flexural Members, ICFRC, Proceedings of the National Seminar on High Performance Concrete Composites, India, 2.1-2.7.

[8]. Lee, C., and Ahn. J. (2003). Flexural Design of Reinforced Concrete Frames by Genetic Algorithm, Journal of Structural Engineering, pp. 762-774.

[9]. Holland, J.H. (1975). Adaptation in Natural and Artificial Systems, University of Michigan Press, Ann Arbor, Michigan.

[10]. Koza, J.R. (1992). Genetic Programming: On the programming of computers by means of natural selection, Cambridge MA: MIT Press, ISBN 0-262-11170-5.

[11]. IS 516. Methods of Tests for Strength of Concrete, BIS, New Delhi. (1959).

[12]. Subramanian, N. Controlling the Crack Width of Flexural RC Members, The Indian Concrete Journal, (2005) 31-36.

[13]. ACI Committee 544, (1989), Measurement of Properties of Fibre Reinforced Concrete, (ACI 544.2R-889), American Concrete Institute, Detroit, Michigan, USA.

[14]. Eswari, S., Raghunath, P.N., and Suguna, K. (2008). Development of Hybrid Polyolefin-Steel Fibre Reinforced Concrete, Proceedings of International Conference on Advances in Concrete and Construction, India, 1, pp. 335-343.

[15]. The Math Works. (2002). Fuzzy Logic Toolbox for Use with MATLAB, User's Guide (version 2.1.2) .

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Practice Paper

Case Studies Of Passive Cooling And Wind-Tower Design For School Building

Dhananjay Patil* , Shridhar S. Kumbhar**

* Associate Professor, Department of Civil Engineering, R.I.T. Rajaramnagar.

** Assistant Professor, Department of Civil Engineering, R.I.T. Rajaramnagar.

Patil, D, S. and Kumbhar, S, S. (2011). Case Studies Of Passive Cooling And Wind-Tower Design For School Building. i-manager’s Journal on Civil Engineering, 1(3), 23-30. https://doi.org/10.26634/jce.1.3.1684

Abstract

Buildings account for an estimated 30 percent of the total energy consumption in India. Furthermore, the absolute figure is rising fast due to booming real estate demand and increasingly affluent lifestyle across various sections of society. In India, there are several showcase buildings such as a solar passive house in hot arid zones in India (Bansal and Minke, 1995) and a passive-cooled building for semi-arid zones (Srivastava et al., 1984) using wind tower, earth berms and evaporative cooling systems. Studying 3 cases where natural ventilation system has replaced/reduced use of mechanical cooling and saved energy. A wind tower is designed for a school building as overcrowded, poorly ventilated classrooms contribute substantially to the spread of infectious diseases, such as colds and influenza. Designed wind tower is for 2 classrooms with capacity of 40 students and area of 72 sq. m. resulted duct sizes for inlet and outlet are 0.20 sq. m. and 0.062 sq. m. respectively.

References

[1]. ASHRAE 62.2, Ventilation and Acceptable Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Low in Low- -Rise Residential Buildings.

[2]. Chalermwat Tantasavasdia, Jelena Srebricb and Qingyan Chenc, “Natural Ventilation Design for Houses in Thailand”

[3]. M.R. Khani, K. Yaghmaeian, and A.R. Dehghani, “An Experimental Study in Passive Cooling Systems and Investigation of their Role in Consumption and Diminishing Environmental Pollutants” School of Public Health, Islamic Azad University of Medical Sciences, Tehran, Iran

[4]. T.H. Karyono (2000), Report on Thermal Comfort and Building Energy Studies in Jakarta, Journal of Building and Environment, Vol. 35, pp 77-90, Elsevier Science Ltd., UK.

[5]. Baker, N.V., and Standeven, M.A. (1995). A behavioural approach to thermal comfort assessment in naturally ventilated buildings. Proceedings, CIBSE National Conference, Eastbourne, pp. 76–84.

[6]. Bansal and Minke (1995). Passive cooling techniques of buildings – Past and Present- A Review, Department of Mechanical Engineering, NIT, Jamshedpur, INDIA. ARISER, Vol.4, No.1, pp. 37-46

[7]. O.H. Koenigsberger, T.G. Ingersoll, Alan Mayhew and S.V. Szokolay, (1975) “Manual of tropical housing and building”- Climatic design.

[8]. World Commission on environment and Development, (1987),our common future: The Brundtland Report, Oxford: Oxford university press

[9]. Paul Raymer (2009), McGraw Hill Professional, Residential Ventilation Handbook: Ventilation to Improve Indoor Air Quality

[10]. M.N. Bahadori (1978). "Passive Cooling Systems in Iranian Architecture", Scientific American, Vol. 238, No.2, February 1978

[11]. Omar S. Asfour and Mohamed B. Gadi, “Effect of Integrating Wind Catchers with Curved Roofs on Natural Ventilation Performance in Buildings”

[12]. P.S. Ghaemmaghami, M. Mahmoudi, “Wind tower a natural cooling system in Iranian traditional architecture”, Iran University of Science and Technology, Qazwin Islamic Azad University

[13]. H. Montazeri and R. Azizian, “Experimental study on natural ventilation performance of one-sided wind catcher”, Department of Mechanical Engineering, School of Engineering, Yazd University, Yazd, Iran.

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Article

A Review On R&D Efforts In Assessing The Traffic Generated Noise In Spatial Temporal Aspects On Highways

G. S. Vij* , Shraddha Garg**

* Associate Professor, CSIT, Durg.

** Lecturer, CSIT, Durg.

Vij, G. S. and Garg, S. (2011). A Review On R&D Efforts In Assessing The Traffic Generated Noise In Spatial Temporal Aspects On Highways. i-manager’s Journal on Civil Engineering, 1(3), 31-37. https://doi.org/10.26634/jce.1.3.1686

Abstract

In rapidly urbanizing country like India, the transportation sector is growing in a fast pace and the number of vehicles on Indian roads is increasing at a rate of more than 7% per annum. This has led to over crowded roads and pollution. Transportation sector is one of the major contributors to noise in urban area, which contributes 55% of total noise on highway. In view of this, it is essential to study highway noise with respect to various causative factors. Hence, various noise prediction models have been developed, throughout the world to assess its impact on to the society and the human beings. These traffic noise prediction models differ in some respects, but the overall methodology is similar. All the noise prediction models consists of evaluating basic noise levels and making series of adjustments to take into account geometric, traffic flow, barrier data etc. In this paper, noise prediction models of U.S.A. and U.K. (FHWA and CORTON) along with the research efforts on noise in Indian context has been studied and discussed.

References

[1]. Siddiramulu, D. (1998). “A study on urban Transport Environmental Interaction”, M.E. Dissertation, COTE, Dept. of civil Engg., UOR, Roorkee.

[2]. Jain S.S., and Parida M.(1999), Final Report on “Development of comprehensive Highway noise model and design of noise barrier”, sponsored by MOST, Govt. of India, New Delhi.

[3]. Sexton, B.H.(1979), “Traffic noise”, J.Trafficquaterly. “Road Noise Abatement”, OECD Report(1995).

[4]. W.J. Galloway, W.E Clark and J.S., Kerrick. (1969). 'Highway Noise Measurement Simulation and Mixed Reactions'. National Co-operative Highway Research Programme Report, No.78, TRB, USA .

[5]. S. Agrawal. (1995) “Traffic Flow and Environmental Impact of Four Laning of Selected Major Traffic Corridor.” ME Thesis, Department of civil Engineering, UOR, Roorkee, .

[6]. C. Reddy and V. Bhaskar. (1993). “Study of Traffic Flow and Related Environmental Factors at Identified highway locations.” ME Thesis, Department of Civil Engineering, UOR, Roorkee.

[7]. N.L Gangil. (1979). “Relationships between Vehicular Noise and Stream Flow Parameter.” ME Thesis, Department of civil Engineering, UOR, Roorkee.

[8]. A.K Gupta, S.K Khanna and M. Gopal. (1984). “Nomographic Procedure for Road Traffic Noise Evaluation.” Indian Highway, Vol. 12, No.1.

[9]. S.M Sarin (1990). “Evaluation of Road Traffic Noise Problem at Scientist Apartment – a Report.” Environmental and Road Traffic safety Division, Central Road Research Institute (CRRI), New Delhi.

[10]. J.B Srivastava (1994). “Traffic Flow and Environmental Impact Analysis of a Highway Corridor.” PhD Thesis, Department of Civil Engineering, UOR, Roorkee.

[11]. P. R Rao (1997). “Prediction of Road Traffic Noise.” Indian Journal of Environmental Protection, Vol 11, No 4, pp 290-293.

[12]. K. Vimal. “Analysis of Urban Traffic Noise.” ME Thesis, Department of Civil Engineering, UOR, Roorkee, 1997.

[13]. D. Siddiramulu. “A Study on Urban Transport Environment Interaction.” ME Thesis, Department of Civil Engineering, UOR, Roorkee, 1998.

[14]. P. Kumar. “Traffic Noise Prediction for Rural Highway.” ME Thesis, Department Civil Engineering, University of Roorkee, 2000.

[15]. “Four/Six Laning of Udaipur-Ratanpur-Gandhinagar Section of NH-8;(2000). Draft Final Report: Volume IV-A: Environmental Assessment Report.” National Highway Authority of India, Government of India.

[16]. S.S Jain and M. Parida (1999). State-of-the-Art Report on Research Scheme T-1 “Department of Comprehensive Highway Noise Model and Design of Noise Barrier.” Sponsored by MOST, Government of India, New Delhi.

[17]. S.S Jain and M. Parida (2001). Final report of research scheme T-1 “Department of comprehensive Highway Noise Model and Design of Noise Barrier.” Sponsored by MOST, Government of India, New Delhi.

[18]. B. Padmanabhamurty and S.B. Mishra (2000). “Effects of some meteorological parameters on noise pollution in Delhi.” Ind. J. Environ.Protec. ,Vol. 20, No. 1, pp. 27-30.

[19]. S. Mohan, N. Dutta, and V.S. Batra. (2002)” Prediction of road traffice noise for urban road stretches of Delhi under free flow conditions of traffic.” Ind. J. Environ.Protec., Vol. 22, pp.1367-1374.

[20]. C. Steele (2001). ”A critical review of some traffice noise prediction models.” Appl. Acoust., Vol. 62, pp .271-287.

[21]. D. Chakraborty, S.C., Santra, A.L. Mukherjee, B., Roy and P. Das (2002). ”Road traffic noise in Calcutta metropolis, India.” Ind. J. Environ. Health, Vol.3,pp.173-180.

[22]. N. Mittal , A. Kulshresstha , A. Abraham , A., Kumar and V. Sharma (2002). “ Effects of noise pollution on human adaptability in Agra city.” Ind. J. Environ.Protec., Vol. 22, pp. 1379- 1382.

[23]. S.C. Panda, R.N. Kar, P. Patra, B. Das, J.K. Mohanty and M. Rout (2003). “Air pollution and noise levels in two manganese mines of Orissa.” Ind. J. Air Pollution Control, Vol.3, No. 1,pp.11-14.

[24]. C.S. Gordan, W.J. Glloway, B.A. Kugler and D.L. Nelson, (1971). “Highway Noise: A Design Guide for Highway Engineers.” National Co-operative Highway Research Program Report No.117, TRB, USA.

[25]. Manual for Highway Noise Prediction (1972). Transportation System Centre, US Department of Transportation, Washington DC.

[26]. W.J. Galloway, B.A. Kugler, and D.E. Commins (1976). “Highway Noise – a Design Guide for Prediction and Control”. NCHRP Report No. 174 , TRB,USA.

[27]. T.M. Barry and J.A. Reagan (1978). “FHWA Highway Traffic Noise Prediction Model.” FHWA-RD-77-108, Washington, DC.

[28].Calculation of Road Traffic Noise.(1988). Department of Transport, Welsh office, HMSO .

[29]. H. Tachibana and S. Minoru (1994). “ASJ Prediction Methods of Road Traffic Noise.” Proceedings-inter-noise 94, Vol I, Yokohoma (Japan).

[30]. J. K Jain. “Study of Highway Noise of an Identified Highway Corridor.” ME Thesis, Department of Civil Engineering, UOR, Roorkee.

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

Current Issue Vol. 14 Issue 2

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Volume 1 Issue 3 June - August 2011

An Analytical study on Load-Deflection Response of Prefabricated Cage Reinforced Composite Beams

Chithra* , R. Thenmozhi**, M.C.Ravathi***

Chithra, R., Thenmozhi, R., and Ravathi, M, C. (2011). An Analytical Study On Load-Deflection Response Of Prefabricated Cage Reinforced Composite Beams. i-manager’s Journal on Civil Engineering, 1(3), 1-6. https://doi.org/10.26634/jce.1.3.1678

Abstract

References

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Determination Of Infiltration Parameters For Urban Flood Modeling

Sanat Nalini Sahoo* , Sreeja**

* Research Scholar, Department of Civil Engineering, IIT Guwahati, India. ** Assistant Professor, Department of Civil Engineering, IIT Guwahati, India.

Sahoo, S, N., and Sreeja, P. (2011). Determination Of Infiltration Parameters For Urban Flood Modeling. i-manager’s Journal on Civil Engineering, 1(3), 7-12. https://doi.org/10.26634/jce.1.3.1679

Abstract

References

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Lateral Response of Pile Group

Jasim M Abbas*

Department of Civil Engineering, College of Engineering, Diyala University, Iraq.

Abbas, J, M. (2011). Lateral Response Of Pile Group. i-manager’s Journal on Civil Engineering, 1(3), 13-17. https://doi.org/10.26634/jce.1.3.1680

Abstract

References

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Optimization of Hybrid Fibre Reinforced Concrete Beams Using Genetic Algorithm

Eswari* , Raghunath**, Kothandaraman***

Eswari, S., Raghunath, P. N., and Kothandaraman, S. (2011). Optimization Of Hybrid Fibre Reinforced Concrete Beams Using Genetic Algorithm. i-manager’s Journal on Civil Engineering, 1(3), 18-22. https://doi.org/10.26634/jce.1.3.1682

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Case Studies Of Passive Cooling And Wind-Tower Design For School Building

Dhananjay Patil* , Shridhar S. Kumbhar**

* Associate Professor, Department of Civil Engineering, R.I.T. Rajaramnagar. ** Assistant Professor, Department of Civil Engineering, R.I.T. Rajaramnagar.

Patil, D, S. and Kumbhar, S, S. (2011). Case Studies Of Passive Cooling And Wind-Tower Design For School Building. i-manager’s Journal on Civil Engineering, 1(3), 23-30. https://doi.org/10.26634/jce.1.3.1684

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A Review On R&D Efforts In Assessing The Traffic Generated Noise In Spatial Temporal Aspects On Highways

G. S. Vij* , Shraddha Garg**

* Associate Professor, CSIT, Durg. ** Lecturer, CSIT, Durg.

Vij, G. S. and Garg, S. (2011). A Review On R&D Efforts In Assessing The Traffic Generated Noise In Spatial Temporal Aspects On Highways. i-manager’s Journal on Civil Engineering, 1(3), 31-37. https://doi.org/10.26634/jce.1.3.1686

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Chithra* , R. Thenmozhi, M.C.Ravathi*

* Research Scholar, Department of Civil Engineering, IIT Guwahati, India.

** Assistant Professor, Department of Civil Engineering, IIT Guwahati, India.

Eswari* , Raghunath, Kothandaraman*

* Associate Professor, Department of Civil Engineering, R.I.T. Rajaramnagar.

** Assistant Professor, Department of Civil Engineering, R.I.T. Rajaramnagar.

* Associate Professor, CSIT, Durg.

** Lecturer, CSIT, Durg.