(RTCET) ISSN: 2321-6476
Jan -April 2014
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Prof. (Dr.) Shamsher Bahadur Singh Civil Engineering Department Vidya Vihar Campus Birla Institute of Technology and Science Pilani Rajasthan, India.
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Dr. Pranab Kumar Mohapatra University of South Carolina Columbia SC, USA, United States.
Prof S. Mohan Indian Institute of Technology, Madras Chennai, India.
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Dr. S. P. Agrawal Chief Scientist & Adviser Central Building Research Institute ROORKEE, India.
Sekhar Kumar Chakrabarti Professor Department of Civil Engineering Indian Institute of Technology Kanpur Kanpur 208016, India.
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Dr. P V Sivapulliah Department of Civil Engineering Indian Institute of Science Bangalore - 560 012, India.
Dr. Bibhuti Bhusan Das Sr. Associate Professor, National Institute of Construction Management and Research (NICMAR) Goa Campus Ponda, Goa, India.
Dr. Nagendra Roy National Institute of Technology Rourkela, India.
Dr. Sukhdeo Karade CSIR-Central Building Research Institute, Roorkee and AcSIR, India
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STM JOURNALS
I take the privilege to present the hard copy compilation for the [Volume 4 Issue (1)] of Recent Trends in Civil Engineering & Technology (RTCET). The intension of RTCET is to create an atmosphere that stimulates creativeness, research and growth in the area of Civil Engineering & Technology. The development and growth of the mankind is the consequence of brilliant Research done by eminent Scientists and Engineers in every field. RTCET provides an outlet for Research findings and reviews in areas of Civil Engineering & Technology found to be relevant for National and International recent developments & research initiative. The aim and scope of the Journal is to provide an academic medium and an important reference for the advancement and dissemination of Research results that support high level learning, teaching and research in the domain of Civil Engineering & Technology. Finally, I express my sincere gratitude and thanks to our Editorial/ Reviewer board and Authors for their continued support and invaluable contributions and suggestions in the form of authoring writeups/ reviewing and providing constructive comments for the advancement of the journals. With regards to their due continuous support and co-operation, we have been able to publish quality Research/Reviesw findings for our customers base. I hope you will enjoy reading this issue and we welcome your feedback on any aspect of the Journal.
Dr. Archana Mehrotra Director STM Journals
Recent Trends in Civil Engineering & Technology
Contents
1. A Remote Sensing Approach for Monitoring Seasonal Variations in the Water Quality of Lake Guaiba, Southern Brazil Bijeesh Kozhikkodan Veettil, Nilceia Bianchini
1
2. Effect of Fiber Hybridization on Compressive Strength and Water Permeability of Steel Fiber Reinforced Concrete MP Singh, SP Singh, AP Singh
11
3. Experimental Research on the Effect of Manufactured Sand as Fine Aggregate on Concrete Performance S. Arivalagan
17
4. Luxuriating the Dexterity of GIS into Environmental Engineering and Environmental Science Ayesha Alam Khurram
23
5. Suitability of Crushed Ceramic Tiles as Fine Aggregates in Cement Mortar Ravindra R, Anand Kumar BG, Patil Rooparchana
33
Recent Trends in Civil Engineering & Technology ISSN: 2321-6476 Volume 4, Issue 1 www.stmjournals.com
A Remote Sensing Approach for Monitoring Seasonal Variations in the Water Quality of Lake Guaiba, Southern Brazil Bijeesh Kozhikkodan Veettil1*, Nilceia Bianchini2 1
Federal University of Rio Grande do Sul, Porto Alegre, Brazil Housing and Urban Development Company (CDHU), Rua Boa Vista, 170, Sao Paulo, Brazil
2
Abstract Freshwater resources in the tropics are subjected to high rate of pollution due to algal blooms during the summer and due to particulate and organic waste discharge from urban areas during spring. Landsat TM images were used to calculate biochemical oxygen demand and turbidity of Lake Guaiba in Southern Brazil during 2010–2011. The results obtained were compared with the values derived from a yearlong sampling data which were analyzed in a laboratory by the municipal department of water and sewage. It is seen that both the in situ and remote sensing approach give comparable results. The remote sensing method was extended to the last 10 years to understand how water quality parameters have been changed. It is found that BOD and turbidity levels were higher during the beginning of summer months compared to the end. The possible causes of changes in the pollution levels, whether due to blooms or suspended sediments, were also investigated in this study. It is hypothesized that major causative agent of reduction in water quality was urban waste itself during the rainy season and not due to the accumulation of poisonous substances due to algal blooms in summer. Effective methods to separate particulates of various sizes before reaching the drainage systems are yet to be developed to reduce the discharge of particulates to this freshwater source.
Keywords: Lake Guaiba, biochemical oxygen demand, landsat, pollution monitoring, algal blooms, turbidity
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Recent Trends in Civil Engineering & Technology ISSN: 2321-6476 Volume 4, Issue 1 www.stmjournals.com
Effect of Fiber Hybridization on Compressive Strength and Water Permeability of Steel Fiber Reinforced Concrete MP Singh, SP Singh*, AP Singh Dr BR Ambedkar National Institute of Technology, Jalandhar, India Abstract The paper presents results of an investigation conducted to study the compressive strength and water permeability of hybrid steel fiber reinforced concrete (HySFRC). Steel fibers of different lengths, i.e., 12.5, 25 and 50 mm having constant diameter of 0.6 mm were systematically combined in different mix proportions to obtain mono, binary and ternary combinations. Mixes with no fibers were also cast for comparison purpose. Three fiber volume fractions, i.e., 0.5, 1.0 and 1.5% were used in the investigation. A total number of 132 cube specimens of size 100 × 100 × 100 mm were tested for compressive strength and water permeability. It has been observed that a fiber combination of 33% 12.5 mm + 33% 25 mm + 33% 50 mm long fibers can be adjudged as the most appropriate combination to be employed in HySFRC for compressive strength and water permeability requirements.
Keywords: Fiber reinforced concrete, hybrid steel fiber reinforced concrete, water permeability
RTCET (2014)© STM Journals 2014. All Rights Reserved
Recent Trends in Civil Engineering & Technology ISSN: 2321-6476 Volume 4, Issue 1 www.stmjournals.com
Experimental Research on the Effect of Manufactured Sand as Fine Aggregate on Concrete Performance S. Arivalagan* Department of Civil Engineering, Dr. M. G. R. Educational and Research Institute University, Dr. M. G. R. University, Chennai, Tamil Nadu, India Abstract Currently, river sand obtained from natural resources is used as a fine aggregate in concrete works in the construction of buildings, bridges, dams, rigid pavements, etc., as a filler material in sub-grades and sub-bases of flexible pavements and in all other important structures in the field of civil engineering. In several districts, there are a few numbers of rivers that have only a shorter length, in such a way that yield of sand would be minimum and their conveyance would also be uneconomical. Besides, in several areas which are more hill-prone and availability of rock and hence crushed stones is abundant, use of manufactured sand in place of river sand will be more economical. These factors have resulted in finding an alternate source of material for sand as a fine aggregate in the construction field. The objective of this paper was to evaluate the compressive strength of concrete and its behavior using manufactured sand as fine aggregate in the construction field. Keywords: Manufactured sand, fine aggregate, natural sand, flexural strength
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Recent Trends in Civil Engineering & Technology ISSN: 2321-6476 Volume 4, Issue 1 www.stmjournals.com
Luxuriating the Dexterity of GIS into Environmental Engineering and Environmental Science Ayesha Alam Khurram* Design Lab, NED University of Engineering and Technology, Karachi 75270, Pakistan Abstract This paper presents a comprehensive and rigorous research about technological applications of Geographic Information Systems (GIS) in the fields of environmental engineering and environmental science. GIS is a geo-innovative intelligent system that is availed to get geo-spatial statistics, to map the geo-environment, to explore and model the geographic changes, and to envision earth geographically over a period of time. The utter geo-mapping technology of GIS is explored that displays indispensable environmental attributes through a legible, shrewd, and assessable format costeffectively. The knack of GIS is that it analyzes geo-spatial data to such perfection that any other spatial analyzing tool might not or would require much more labor than using GIS. GIS is proved to be a dexterous and commodious tool for gathering and formulating the environmental data in most of the environmental fields. Spatial data is processed smoothly within GIS and is so lucid that any researcher or environmental planner can cope with it in an easy manner. This research enlightens the fact that the dynamism of GIS has not yet been fully explored and this systematic technology will offer much more benefits to the mankind in the eras to come. A brief paragraph about GIS limitations is also included in this paper.
Keywords: Geographic Information Systems (GIS), geo-environment, geo-mapping, spatial data, environmental attributes
RTCET (2014) Š STM Journals 2014. All Rights Reserved
Recent Trends in Civil Engineering & Technology ISSN: 2321-6476 Volume 4, Issue 1 www.stmjournals.com
Suitability of Crushed Ceramic Tiles as Fine Aggregates in Cement Mortar Ravindra R, Anand Kumar BG*, Patil Rooparchana R V College of Engineering, Bangalore, India
Abstract Recycled aggregates shall make a vital contribution towards the reuse of construction demolition waste which is otherwise dumped indiscriminately. The technical feasibility of utilization of crushed waste ceramic tiles as fine aggregates in cement mortar is studied. Physical characterization and comparison of the ceramic fine aggregates (CFAs) with natural fine aggregates (NFAs) was carried out and strength properties of cement mortar with ceramic fine aggregate were studied. The result was promising for a replacement ratio of natural fine aggregate with ceramic fine aggregate of 10%.
Keywords: Ceramic tile, natural fine aggregate, ceramic fine aggregate, compressive strength, density, sieve analysis
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