Concrete Aggregates From Discarded Tyre Rubber

By
Kaushal kishore
Materials Engineer, Roorkee

The scarcity and availability at reasonable rates of sand and aggregate are now giving anxiety to the construction industry. Over years, deforestation and extraction of natural aggregates from river beds, lakes and other water bodies have resulted in huge environmental problems. Erosion of the existing topography usually results in flooding and landslides. Moreover, the filtration of rain water achieved by deposits of natural sand is being lost, thereby causing contamination of water reserves used for human consumption. Hence, to prevent pollution authorities are imposing more and more stringent restrictions on the extraction of natural aggregates and its crushing. The best way to overcome this problem is to find alternate aggregates for construction in place of conventional natural aggregates. Rubber aggregates from discarded tyre rubber in sizes 20-10 mm, 10-4.75 mm and 4.75 mm down can be partially replaced natural aggregates in cement concrete construction.

About one crore 10 lakhs all types of new vehicles are added each year to the Indian roads. The increase of about three crores discarded tyres each year pose a potential threat to the environment. New tyre is made of natural rubber (also called virgin rubber), styrene-Butadien Rubber (SBR), Polybutadienc Rubber (PBR), Carbon black, Nylon tyre cord, rubber chemicals, steel tyre card and Butyl rubber.
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Bitumen Modified With Styrene Butadiene Styrene thermoplastic For Roofing Application

By
Ms. Chinkal Patel – M.E. Chemical, GCPC , Gandhinagar
Prof. Rupande Desai – Asst. Professor of Rubber Technology, L. D. College of Engineering, Ahmedabad
Dr. P. J. Gundaliya – Asst. Professor of Civil Engineering, L. D. College of Engineering, Ahmedabad

ABSTRCT
In the Past, bitumen was used to waterproof roofs. The roof crack reflected through to the surface of each successive bitumen patch. The cracking problem solve if incorporated rubber in next round of patching. Roofing is a past or we also say that present waterproof barrier of environment & Human Effectiveness.

The primary reason for using bituminous rubber is that it provides significantly improved engineering properties over conventional grade bitumen.
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Screeners – River Bed Uncrushed Aggregates For Concrete

By
Kaushal Kishore
Materials Engineer
Roorkee

INTRODUCTION:
SCREENERS companies near Dehradun and elsewhere have set up highly sophisticated as well as, eco-friendly screening and washing plants for the production of uncrushed (Shingle) coarse aggregates and coarse sand direct from river bed. These plants are producing and supplying uncrushed (Shingle) aggregates of sizes 40 mm, 20 mm, 12.5 mm and river coarse sand, which complies to the specifications of
IS : 383-19702.

Our construction sites, particularly Govt. Departments hesitates in the use of uncrushed coarse aggregate as so far they are being supplied to them direct from river bed or by manual sieving without washing them with water. Thus neither they are clean nor properly graded. This draw back is not with the uncrushed aggregates produces and supplied from SCREENERS modern plants with regular quality control. In this booklet the readers will find that when quality uncrushed aggregates are available not only economically but locally, our construction sites particularly Govt. Departments should not hesitate in the use of uncrushed aggregates from the river bed and save our environment, as crusher generate pollution. Further in all the Civil Engineering Codes uncrushed aggregates from river bed has been specified to be used in our all Civil Engineering Construction.
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Assessment of Ground Water using GIS and its importance in Trenchless Technology

By
Korukonda Vinay

Abstract
This paper describes the results of a ground water potentiality assessment and its importance in the field of trenchless technology. Water plays a vital role in the development as well as for depletion of any activity in the area . Thus, the availability of surface and ground water governs the process of planning & development of any activity. The surface water resources are inadequate to fulfill the water demand. Productivity through groundwater is quite high as compared to surface water, but groundwater resources have not yet been properly developed through exploration. Keeping this in view, the present study attempts to identify and understand groundwater potential zones of the study area using GIS. The methodology includes the construction of groundwater potentiality map using Geographical Information System (GIS) to protect the groundwater resources in the study area and to formulate recommendations to reduce the water scarcity. The ground water potentiality of the area has been assessed through integration of the relevant layers which include geomorphology, geology, slope and land use/ land cover, in ArcGIS environment. Criteria for GIS analysis have been defined on the basis of ground water conditions and appropriate weightage has been assigned to each information layer according to relative contribution towards the desired output. The ground water potential zones map generated through this model was verified with the yield data to ascertain the validity of the model developed and to find its corresponding influence in the subsurface constructions.
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Agricultural Drought Assessment For Chittar Sub-basin Using Remote Sensing

By
R.Priya*, O.Ganesh Babu**, M.C.Sashikkumar**, A.Mookambiga**
*M.Tech (Remote Sensing) Assistant Professor, **Assistant Professor, Department of Civil Engineering, Anna University of technology Tirunelveli, Tirunelveli.

ABSTRACT
Spatial differences in drought proneness and intensity of drought caused by differences in cropping patterns and crop growing environments within a basin indicate the need for agricultural drought assessment at disaggregated level. Monthly time composite NDVI images derived from MOD13 (250 m) images from Indian Remote Sensing satellites were analysed along with ground data on rainfall and crop sown areas for the Pisanam seasons (September–December) of 2001 (drought year), and 2007 (normal year). The amplitude of crop condition variability in a drought year (2001) and a normal year (2007) was used to map the degree of vulnerability of different blocks in the basin to agricultural drought. The availability of ground data on rainfall, cropping pattern, crop calendar, irrigation, soil type etc., is very crucial in order to interpret the seasonal NDVI patterns at disaggregated level for drought assessment.

Keywords: Agricultural drought; Disaggregated level; Modis
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