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i-manager's Journal on Structural Engineering (JSTE)

Current Issue Vol. 12 Issue 4

Most Cited

Volume 3 Issue 3 September - November 2014

Article

Geosynthetics Applications in Highway Construction in J&K: Sustainable Infrastructure Development

Bashir Ahmad*

*Faculty, Department of Civil Engineering, National Institute of Technology, Srinagar, J&K, India.

Mir, B.A. (2014). Geosynthetics Applications in Highway Construction in J&K: Sustainable Infrastructure Development. i-manager’s Journal on Structural Engineering, 3(3), 1-9. https://doi.org/10.26634/jste.3.3.3060

Abstract

This paper presents an overview of geosynthetics as a lightweight and sustainable material for wide range of applications in various fields of construction technology in J&K. Srinagar and Jammu are the main two cities-summer & winter capitals of the State, linked by 300km road, which passes through hilly terrain and steep slopes. Due to monsoon and heavy snowfall, there are always chances of landslides, snow avalanches and rockfalls all along National Highway thereby disturbing the normal life. For construction of road in a hilly terrain in J&K, it is necessary to trim the soil on one side and fill the same on the other side to get a level surface. Breast walls and retaining walls are used for stable road formation. But sometimes, in addition to the gravity force on the soil mass, the self-weight of these breast walls and retaining walls add to the instability of slope and the road fails. Thus, there is a dire need for a technically viable, economically feasible, lightweight and sustainable material for use in wider applications. There is a lot of scope for utilization of geosynthetic as a lightweight and sustainable material for construction of roads, rockfall protection, retaining walls, stability of slopes, railway project, erosion control, growth of vegetation, drainage etc., in J&K.

References

[1]. Bathurst, R. J., Wawrychuk, W. F. and Jarrett, P. M. (1988). “Laboratory investigation of two large-scale geogrid reinforced soil walls”. The Application of Polymeric Reinforcement in Soil Retaining Structures, NATO ASI Series, E: Applied Sciences, Kulwer, 147, pp.71-125.

[2]. Bathurst, R. J., Miyata, Y., Nernheim, A. and Allen, T. M. (2008). “Refinement of K - stiffness method for geosynthetic reinforced soil walls”. Geosynthetics International, Vol.15, No.5, pp.269-295.

[3]. Brokemper, D., Sobolewski, J. and Alexiew, D. (2006). Design and construction of geotextile encased columns supporting geogrid reinforced landscape embankments. Bastions Vijfwal Houten in the Netherlands, Geosynthetics, Milpress, Rotterdam, pp.889-892.

[4]. BS 8006 (1995). “Code of practice for strengthened/ reinforced soils and other fills”. British Standards Institution, UK.

[5]. Castelli, R. and Munfakh, G (1986). “Geotextile walls in rd mountainous terrain”. 3 Int. Conf. on Geotextiles, Vienna, 2, pp.495-546.

[6]. Koerner, J., Soong, T. Y. and Koerner, R. M. (1998). “Earth retaining wall costs in the USA”. GRI Report # 20, Geosynthetic Institute Drexel University, Philadelphia, PA, USA, pp.1-38.

[7]. Koerner, R. M. (1994). Designing with Geosynthetics. Prentice Hall, New Jersey

[8]. Koerner, R. M. and Soong, T. Y. (2001). “Geosynthetic reinforced segmental retaining walls”. Geotextiles and Geomembranes, Elsevier, Vol.19, No.6, pp.359-386.

[9]. Lawson, C. R. and Yee, T. W. (2004). “Reinforced segmental block walls in confined locations”. International Conference on Geosynthetics and Geoenvironmental Engineering, IIT Bombay, Mumbai, India, pp.67-72.

[10]. Palmeira, E. M., Tatsuoka, F., Bathurst, R. J., Stevenson, P. E. and Zornberg, J. G. (2008). “Advances in geosynthetics materials and applications for soil reinforcement and environmental protection works”. Electronic Journal of Geotechnical Engineering (EJGE), Bouquet 08, pp.1-38.

[11]. Rao, G. V. (1996). “Geosynthetics in the Indian Environment”. IGS Annual Lecture: Indian Geotechnical Journal, Vol.26, No.1, pp.94

[12]. Tatsuoka, F., Tateyama, M, Uchimura, T. and Koseki, J. (1997a). “Geosynthetic-Reinforced Soil Retaining Walls as Important Permanent Structures”. 1996-1997 Mercer Lecture, Geosynthetics International, Vol.4, No.2, pp.81-136.

[13]. Tatsuoka, F., Tateyama, M., Mohri, Y. and Matsushima, K. (2007). “Remedial treatment of soil structuress using geosynthetic-reinforcing technology”. Geotextiles and Geomembranes, Vol.25, No.4 & 5, pp.204–220.

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Research Paper

Corrosion Resistance of M100 Grade Concrete using Quartz Sand and Quartz Fillers in Hybrid Fiber Reinforced Self Compacting Concrete

B. Narendra Kumar* , P. Srinivasa Rao, R. Krishneswar*

* Associate Professor, Department of Civil Engineering, VNR Vignana Jyothi Institute of Engineering and Technology, Hyderabad, India.

Professor, Department of Civil Engineering, Jawaharl Nehru Technology University College of Engineering, Hyderabad, India.

* M.Tech, Department of Civil Engineering, VNR Vignana Jyothi Institute of Engineering and Technology, Hyderabad, India.

**** B.Tech, Department of Civil Engineering, VNR Vignana Jyothi Institute of Engineering and Technology, Hyderabad, India.

Kumar, B.N., Rao, P.S., Rajesh, K., and Krishneswar, R. (2014). Corrosion Resistance of M100 Grade Concrete using Quartz Sand and Quartz Fillers in Hybrid Fiber Reinforced Self Compacting Concrete. i-manager’s Journal on Structural Engineering, 3(3), 10-18. https://doi.org/10.26634/jste.3.3.3061

Abstract

Cement concrete is porous in its basic structure as a result of which permeation of air, moisture and other deleterious agents occur, causing corrosion of reinforcement. Corrosion is defined as the deterioration of a material through a chemical or electrochemical reaction with its environment. The phenomenon of corrosion of reinforcement bar in concrete is a time dependent process. Under severe environmental conditions also, it takes years for the steel reinforcement to be corroded and to cause deterioration of Reinforced Concrete (RC) structures. However when it becomes imperative to evaluate the relative performance of different types of steel and binder in a short time, the accelerated corrosion test can be adopted. Effort has been made to present the corrosion resistance of M100 High Strength Self Compacting Concrete (HSSCC) with and without adding Hybrid fibers (Steel Fibers with aspect ratio 60:1 and Glass Fibers with aspect ratio 857:1). The specimens are tested after 28 days of curing. The corrosion process is initiated by applying a constant voltage of 6 volts to the system in which concrete specimens of 100x200mm cylinders with concentrically embedded rebar of 10mm are placed in NaCl solution of 1.2 molarity. The specimens are visually inspected at regular intervals of time for the onset of cracks. The accelerated corrosion test is terminated after cracking of the specimen is observed i.e., when there is onset of a large current increase corresponding to time and the results are interpreted in a current-time graph.

References

[1]. Wallbank EJ. (1989). "The performance of concrete in bridges: a survey of 200 highway bridges". London: HMSO.

[2]. Rosenberg A, Hanson CM, Andrade C. (1989). "Mechanisms of corrosion of steel in concrete". In: Skalny J, editor. Material Science of Concrete. Westerville, Ohio: American Ceramic Society, pp. 285–313.

[3]. Tuutti K. (1982). "Corrosion of Steel in Concrete". Stochholm: Swedish Cement and Concrete Research Institute.

[4]. Haynes G. et.al (1992). "Review of laboratory corrosion tests and standards". In: Baobian R, Dean SW, editors. Corrosion Testing and Evaluation: Silver Anniversary Volume, ASTM STP 1000. Philadelphia: American Society for Testing and Materials, pp.281–8.

[5]. Fasullo EJ. (1992). "Infrastructure: the battlefield of corrosion". In: Chaker V, editor. Corrosion forms and control for infrastructure. ASTM STP 1137. Philadelphia: American Society for Testing and Materials, pp. 1–16.

[6]. McCuen RH, Albrecht P, Cheng J. (1992). "New approach to powermodel regression of corrosion penetration data". In: ChakerV, editor. Corrosion forms and control for infrastructure. ASTM STP 1137. Philadelphia: American Society for Testing and Materials, pp. 46–76.

[7]. Rasheeduzzafar, Bader AM, Khan MM. (1992). "Performance of corrosion resisting steel in chloride-bearing concrete". ACI Mater J, Vol.89, No.5, pp.439–48.

[8]. Rober H. (1982). "Reinforcement for concrete structures subject to fatigue". In: Proceedings of Symposium on Fatigue of Steel and Concrete Structures, LABSE, AIPC, IVBH, Lausanne, Switzerland, pp. 239–45.

[9]. Suzuki K, Ohno Y, Praparntanatorn S, Tamura H. (1990). "Mechanism of steel corrosion in cracked concrete". In: Proceedings of Third International Symposium on Corrosion of Reinforcement in Concrete Construction, The Chemical Industry Society, UK, pp. 19–28.

[10]. Beeby AW. (1981). "Cracking, cover and corrosion of reinforcement". In: ACI Spring Convention, American Concrete Institute, Dallas, Texas.

[11]. Gu P, Beaudoin JJ, Zhang MH, Malhotra VM. "Performance of reinforcing steel in concrete containing silica fume and blastfurnace slag ponded with sodium chloride solution". ACI Mater J, Vol.97, No.3, pp.254–62.

[12]. Babaei K, Hawkins NM. (1992). "Performance of rehabilitated/protected concrete bridge decks". In: Chaker V, editor. Corrosion Forms and Concrete for Infrastructure. ASTM STM 1137. 154: American Society for Testing and Materials, pp. 140–54.

[13]. Rasheeduzzafar, Al-Saadoun SS, Al-Gahtani AS. (1992). "Corrosion cracking in relation to bar diameter, cover, and concrete quality". ASCE J Mater Civil Eng, Vol.4, No.4, pp.327–42.

[14]. EFNARC, (2005). "Specifications and guidelines for self compacting concrete", www.efnarc.org.

[15]. B.Narendra Kumar, Dr.P.Sinivasa Rao (2013). "Development of Ultra High Strength Self Compacting Fiber Reinforced Concrete with Quartz sand & Quartz powder" NUiCONE- pp. 53.

[16]. B. Narendra Kumar, P. Srinivasa Rao and K. Rajesh (2013). “Study on The Effect of Quartz Sand and Hybrid Fibers on The Properties of Fresh and Hardened High Strength Self Compacting Fiber Reinforced Concrete”. imanager’s Journal on Civil Engineering. 3(4) Sep-Nov, 2013, Print ISSN 2231- 1068, E-ISSN 2249-0779, pp. 22-27.

[17]. P. Srinivasa Rao, Seshadri Sekhar.T and P.Sravana (2009). "Study on the Effect of glass Fibres on the Durability parameter of self compacting concrete".

[18]. Al-Tayyib AJ, Al-Zahrani MM. "Corrosion of steel reinforcement in polypropylene fiber reinforced concrete structure". ACI Mater J, Vol.87, No.2, pp.108–13.

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Research Paper

Behavior of Integral Abutment Bridge Superstructure including Soil Structure Interaction under Thermal Loading

Shreedhar R.* , Vinod I.Hosur**

* Associate Professor, Department of Civil Engineering, KLS Gogte Institute of Technology, Belgaum.

** Professor, Department of Civil Engineering, KLS Gogte Institute of Technology, Belgaum.

Shreedhar, R., and Hosur, V.I. (2014). Behavior of Integral Abutment Bridge Superstructure including Soil Structure Interaction under Thermal Loading. i-manager’s Journal on Structural Engineering, 3(3), 19-24. https://doi.org/10.26634/jste.3.3.3062

Abstract

The focus of the study is on the structural behavior of integral bridges including the effect of soil-structure interaction specifically, under thermal loading. Towards this objective, a numerical example is considered in which, the thermal loading parameter and the soil parameter are varied. The multi linear spring stiffness of soil at abutment-backfill interface and at soil pile interface considered in the study are computed and adopted for the soil-structure interaction studies. The response of Integral Abutment Bridges (IAB) is studied, principally in terms of the displacements and bending moments in the superstructure deck. The study revealed that the response of the IAB is very sensitive to the thermal loading especially at larger temperature change. The effect of rise in temperature significantly affects the behavior of deck only adjacent to the abutments. However, elsewhere the effect is negligible. The influence of type of soil as backfill and around piles on the behavior of the deck girder is not significant.

References

[1]. Ng, C.W.W., Springman, S.M., Norrish, A.R.M., (1998). “Soil-structure interaction of spread-base integral bridge abutments”, Japanese Geotechnical Society, Soil and Foundation, Vol. 38, No. 1, pp.145-162

[2]. Arokiaswamy M, Narogrit Butrieng, Shivakumar M (2004). “State-of-the-art of integral abutment bridges: Design and practice”, ASCE Journal of Bridge Engineering, Vol 9, No.5, pp.497-506

[3]. Bhowmick A.,(2005). “Design and detailing of integral bridges: Suggested guidelines”, The Indian Concrete Journal, pp.43-50

[4]. Girton D.D, Hawkinson T.R, Greimann L.F. (1991). “Validation of design recommendations for integralabutment piles”, ASCE Journal of Structural Engineering, Vol 117, No.7, pp.2117-2134

[5]. Lock, R.J., (2002). “Integral bridge abutments”, M.Eng. Project Report CUED/D-SOILS/TR320, London, UK

[6]. Susan Faraji, John M.Ting, Daniel S.Crovo, Helmut Ernst (2001). “Nonlinear Analysis of Integral Bridges: Finite- Element Model”, ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol 12, No.5, pp.454-461

[7]. Jayaram, R., Merz, P.B. and McLellan Pte Ltd, Singapore, (2001). “Integral Bridge Concept Applied to Rehabilitate an Existing Bridge and Construct a Dual-Use Bridge”, Proceedings of 26 Conference on Our World in Concrete and Structures.

[8]. Yasser A. Khodair, Sophia Hassiotis (2005). “Analysis of soil-pile interaction in integral abutment”, Computers and Geotechnics, Vol 32, No.3, pp.201-209

[9]. Ting, J.M., Faraji, S., (1998). “Streamlines analysis and design of Integral Abutment Bridges”, Report UMTC 97-13, University of Massachusetts Transportation Center, Amherst, MA.

[10]. Bakeer, R.M., Mattei, N.J., Almalik, B.K., Carr, S.P., Homes, D., (2005). “Evaluation of DOTD Semi-Integral Bridge and Abutment System”, Final report FHWA/LA. 05/397, Louisiana Transportation Research Center, Baton Rouge, LA.

[11]. Shoukry, S.N., William, G.W., Riad, M.Y., McBride, K.C., (2006). “Field Monitoring and 3D FE-Modeling of an Integral Abutment Bridge in West Virginia”, TRB 2006.

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Research Paper

Utilization of Industrial Waste Copper Slag and Fly Ash in Concrete

Jagmeet Singh* , Jaspal Singh, Manpreet Kaur*

* M. Tech, Department of Civil Engineering, Punjab Agricultural University, Ludhiana, India.

Professor, Department of Civil Engineering, Punjab Agricultural University, Ludhiana, India

* Assistant Professor, Department of Civil Engineering, Punjab Agricultural University, Ludhiana, India.

Singh, J., Singh, J., and Kaur, M. (2014). Utilization of Industrial Waste Copper Slag and Fly Ash in Concrete. i-manager’s Journal on Structural Engineering, 3(3), 25-33. https://doi.org/10.26634/jste.3.3.3063

Abstract

The present investigation assesses the incorporation of industrial waste copper slag and fly ash in concrete. The combined effect of copper slag (CS) and fly ash (FA) as a partial replacement of cement on the compressive strength of concrete has been investigated. The hydration of cement with CS and FA was investigated through X-ray diffraction (XRD). Fifteen mixes were prepared at different replacement levels of CS (0%, 5%, 10%, 15% & 20%) and FA (0%, 5% & 10%) with cement. Results indicate that the compressive strength of concrete decreases as copper slag content increases for all curing ages. The reduction in compressive strength is minor up to 10% of copper slag but beyond 10% of copper slag, there is significant reduction in compressive strength. The addition of FA with 5% and 10% of CS slightly reduces the compressive strength, but addition of fly with 15% and 20% of CS considerably reduces the compressive strength of concrete. XRD showed that the addition of fly ash with 10% of copper slag slightly reduced the hydration of cement, but the addition of fly ash with 20% of copper slag significantly reduced the hydration of cement. The combination of (10% CS + 10% FA) is recommended as maximum replacement of cement.

References

[1]. Toutanji H, Delatte N, Aggoun S, Duval R and Danson A (2004). Effect of supplementary cementitious materials on the compressive strength and durability of short-term cured concrete, Cement and Concrete Research, Vol 34, pp 311–19.

[2]. Shi C, Meyer C and Behnood A (2008). Utilization of copper slag in cement and concrete: Resources, Conservation and Recycling, Vol 52, pp 1115-1120.

[3]. Gorai B, Jana R K, Premchand (2003). Characteristics and utilization of copper slag- a review, Resources, Conservation and Recycling, Vol 39, pp 299-313.

[4]. Narasimhan T E (2011). Sterlite's copper slag waste finds new uses: http://www.business-standard.com/article/ companies/sterlite-s-copper-slag-waste finds- new-uses- 111041900105_1.html. (accessed on 6 July 2014).

[5]. Tixier R, Devaguptapu R and Mobasher B (1997. The effect of copper slag on the hydration and mechanical properties of cementitious mixtures, Cement and Concrete Research Vol.27, No. 10, pp 1569–80.

[6]. Arino A M and Mobasher B (1999). Effect of ground copper slag on strength and toughness of cementitious mixes, ACI Materials Journal, Vol.96, No. 1, pp 68-73.

[7]. Zain M F M, Islam M N, Radin S S and Yap S G (2004). “Cement-based solidification for the safe disposal of blasted copper slag,” Cement and Concrete Composites, Vol 26, No 7, pp 845–851.

[8]. Moura W A, Gonçalves J P and Lima M B L (2007). “Copper slag waste as a supplementary cementing material to concrete,” Journal of Materials Science, Vol.42, No. 7, pp 2226-30.

[9]. Sanchez de Rojas M I, Rivera J, Frias M and Marin F (2008). “Use of recycled copper slag for blended cements,” Journal of Chemical Technology & Biotechnology, Vol.83, No. 3, pp 209-17.

[10]. Al-Jabri K S, Taha R A,Al-Hashmi A and Al-Harthy A S (2006). “Effect of copper slag and cement by-pass dust addition on mechanical properties of concrete,” Construction and Building Materials, Vol.20, No. 5, pp 322- 331

[11]. Khanzadi M and Behnood A (2009). “Mechanical properties of high-strength concrete incorporating copper slag as coarse aggregate,” Construction and Building Materials, Vol.23, No. 6, pp 2183–88.

[12]. Al-Jabri K S, Al-Saidy A H and Taha R (2011). “Effect of copper slag as a fine aggregate on the properties of cement mortars and concrete,” Construction and Building Materials, Vol. 25, No. 9, pp 33–38.

[13]. Brindha D and Nagan S (2011). “Durability studies on copper slag admixed concrete,” Asian Journal of Civil Engineering, Vol. 12, No. 5, pp 563-78.

[14]. Solanki J V, Patel R P and Pitroda J (2013). “A Study on Low Quality Fly Ash asan Opportunity for Sustainable and Economical Concrete,” International Journal of Scientiific Research, Vol.2, No. 2, pp 116-18

[15]. Haque M E (2013). “Indian fly-ash- production and consumption scenario,” International Journal of Waste Resources, Vol.3, No 1, pp 22-25.

[16]. Jiang L H and Malhotra V M (2000). “Reduction in water demand of non-air-entrained concrete incorporating large volumes of fly ash,” Cement and Concrete Research Vol.30, No. 11, pp 1785–89.

[17]. Siddique R (2003). “Performance characteristics of high-volume class F fly ash concrete,” Cement and Concrete Research, Vol. 34, pp 497–93.

[18]. Naik T R, Singh S S and Ramme B W (1998). “Mechanical properties and durability of concrete made with blended fly ash,” ACI Materials Journal, Vol. 95, No. 4, pp 454-62.

[19]. IS: 8112-1989: “Specification for 43 grade Ordinary Portland Cement,” Bureau of Indian Standard, New Delhi.

[20]. IS: 383-1970: “Specification for Coarse and Fine Aggregates from Natural Sources for Concrete,” Bureau of Indian Standard, New Delhi.

[21]. IS: 456-2000: “Code of practice- plain and reinforced concrete:” Bureau of Indian Standard, New Delhi.

[22]. IS: 3812 (Part I)-2003: Pulverized Fuel Ash – Specification: Bureau of Indian Standard, New Delhi.

[23]. IS: 10262-1982: “Recommended guidelines for concrete mix design:” Bureau of Indian Standard, New Delhi.

[24]. IS: 516-1959, “Methods of tests for strength of concrete”, Bureau of Indian Standard, New Delhi.

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Review Paper

A Study on Cold Formed Steel Beams- a Review

M. Adil Dar* , Deepankar Kumar Ashish, A.R. Dar*

* P.G. Research Scholar, Department of Structural Engineering, Swami Devi Dyal Institute of Engineering Technology, Haryana, India.

Assistant Professor & Head, Department of Civil Engineering, Swami Devi Dyal Institute of Engineering Technology, Haryana, India.

* Professor & Head, Civil Engineering, National Institute of Technology, Srinagar, J&K, India.

Dar, M.A., Ashish, D.K., and Dar, A.R. (2014). A Study on Cold Formed Steel Beams- a Review. i-manager’s Journal on Structural Engineering, 3(3), 34-40. https://doi.org/10.26634/jste.3.3.3064

Abstract

Cold formed steel structures are structural products that are made by forming plane sheets of steel at an ambient temperature into different shapes that can be used to satisfy structural and functional requirements. In recent years, the demand for high strength materials for wide range of structural applications has been instrumental for more developments in cold-formed steel sections as compared to the hot rolled steel sections. Therefore, the understanding of cold formed steel performance becomes an important issue to be studied. This paper holds three works. First, it reviews an introduction on cold formed steel structures. Second, it summarizes special design criteria and local buckling and post buckling strength of cold formed steel constructions. Finally, it offers a conclusion on the need for innovative sectional profiles over the conventional sections for cold formed steel.

References

[1]. Chen J. and Young B. (2006). “Corner properties of cold-formed steel sections at elevated temperatures”. Thin-Walled Structure, Vol.44, pp. 216-223.

[2]. Hankock, G.M. (2001). “Cold formed steel designing & analysis”, Marcell Dekker Sydney. Australia.

[3]. C. Yu, B.W Schafer (2006). “Distortional buckling tests on cold formed steel beams”, Journal of Structural Engineering ASCE, Vol. 1, No. 132, pp.515-528.

[4]. M. Meiyalagan , M.Anbarasu , and Dr.S.Sukumar (2010). “Investigation on cold formed c section long column with intermediate stiffener & corner lips –under axial compression” International Journal of Applied Engineering Research Dindigul, Vol. 1 ,No 1, pp.28-41.

[5]. C. Yu, B.W Schafer (2002). “Local buckling tests on cold formed steel beams”, Proceedings of16th International Specialty Conference Cold-Formed Steel Structures 2002, Orlando, FL.

[6]. Nayrayanan and Mahendran M.(2003). “Ultimate capacity of innovative cold formed steel columns”, Journal of Constructional Steel Research, Vol.59, No.24, pp.489- 508.

[7]. Schafer, B. W., and Adany, S. (2006). “Buckling analysis of cold-formed steel members using CUFSM, conventional and constrained finite strip methods.” Proc., 18th Int. Specialty Conf. on Cold-Formed Steel Structures, pp.39–54

[8]. Sarvade S.M., Sarvade M.M (2013). “Load carrying capacity of innovative Cold Formed Steel column”, Proceedings of Second International Conference on Emerging Trends in Engineering.

[9]. McDonald, M., Heiyantuduwa, M.A., Rhodes, J. (2008). “Recent developments in the design of cold- formed steel members and structures”. Thin-Walled Structures, Vol. 4 , No.6, pp.1047-1053

[10]. Bayan A, Sariffuddin S., Hanim O (2011). “Cold formed steel joints and structures -A review”, International Journal of Civil and Structural Engineering, Vol. 2, No 2, pp.621-634

i-manager's Journal on Structural Engineering (JSTE)

Current Issue Vol. 12 Issue 4

Most Read

Most Cited

Volume 3 Issue 3 September - November 2014

Geosynthetics Applications in Highway Construction in J&K: Sustainable Infrastructure Development

Bashir Ahmad*

*Faculty, Department of Civil Engineering, National Institute of Technology, Srinagar, J&K, India.

Mir, B.A. (2014). Geosynthetics Applications in Highway Construction in J&K: Sustainable Infrastructure Development. i-manager’s Journal on Structural Engineering, 3(3), 1-9. https://doi.org/10.26634/jste.3.3.3060

Abstract

References

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Corrosion Resistance of M100 Grade Concrete using Quartz Sand and Quartz Fillers in Hybrid Fiber Reinforced Self Compacting Concrete

B. Narendra Kumar* , P. Srinivasa Rao**, R. Krishneswar***

Kumar, B.N., Rao, P.S., Rajesh, K., and Krishneswar, R. (2014). Corrosion Resistance of M100 Grade Concrete using Quartz Sand and Quartz Fillers in Hybrid Fiber Reinforced Self Compacting Concrete. i-manager’s Journal on Structural Engineering, 3(3), 10-18. https://doi.org/10.26634/jste.3.3.3061

Abstract

References

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Behavior of Integral Abutment Bridge Superstructure including Soil Structure Interaction under Thermal Loading

Shreedhar R.* , Vinod I.Hosur**

* Associate Professor, Department of Civil Engineering, KLS Gogte Institute of Technology, Belgaum. ** Professor, Department of Civil Engineering, KLS Gogte Institute of Technology, Belgaum.

Shreedhar, R., and Hosur, V.I. (2014). Behavior of Integral Abutment Bridge Superstructure including Soil Structure Interaction under Thermal Loading. i-manager’s Journal on Structural Engineering, 3(3), 19-24. https://doi.org/10.26634/jste.3.3.3062

Abstract

References

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Utilization of Industrial Waste Copper Slag and Fly Ash in Concrete

Jagmeet Singh* , Jaspal Singh**, Manpreet Kaur***

* M. Tech, Department of Civil Engineering, Punjab Agricultural University, Ludhiana, India. **Professor, Department of Civil Engineering, Punjab Agricultural University, Ludhiana, India *** Assistant Professor, Department of Civil Engineering, Punjab Agricultural University, Ludhiana, India.

Singh, J., Singh, J., and Kaur, M. (2014). Utilization of Industrial Waste Copper Slag and Fly Ash in Concrete. i-manager’s Journal on Structural Engineering, 3(3), 25-33. https://doi.org/10.26634/jste.3.3.3063

Abstract

References

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A Study on Cold Formed Steel Beams- a Review

M. Adil Dar* , Deepankar Kumar Ashish**, A.R. Dar***

Dar, M.A., Ashish, D.K., and Dar, A.R. (2014). A Study on Cold Formed Steel Beams- a Review. i-manager’s Journal on Structural Engineering, 3(3), 34-40. https://doi.org/10.26634/jste.3.3.3064

Abstract

References

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B. Narendra Kumar* , P. Srinivasa Rao, R. Krishneswar*

* Associate Professor, Department of Civil Engineering, KLS Gogte Institute of Technology, Belgaum.

** Professor, Department of Civil Engineering, KLS Gogte Institute of Technology, Belgaum.

Jagmeet Singh* , Jaspal Singh, Manpreet Kaur*

* M. Tech, Department of Civil Engineering, Punjab Agricultural University, Ludhiana, India.

Professor, Department of Civil Engineering, Punjab Agricultural University, Ludhiana, India

* Assistant Professor, Department of Civil Engineering, Punjab Agricultural University, Ludhiana, India.

M. Adil Dar* , Deepankar Kumar Ashish, A.R. Dar*