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Asadi, S. S.
- Evaluation of Physical Characteristics Using Geomatics: a Case Study
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PDF Views:118
Authors
Affiliations
1 Dept.of Civil Engineering, School of Mechanical & Civil Sciences, KL University,Green fields,Vaddeswaram-522502,Guntur, A.P, IN
2 Dept.of Earth Sciences,yogi vamana university, Vamanapuram, kadapa, IN
3 Director Foreign Relations, Jawaharlal Nehru Technological University, Hyderabad-500072, A.P, IN
1 Dept.of Civil Engineering, School of Mechanical & Civil Sciences, KL University,Green fields,Vaddeswaram-522502,Guntur, A.P, IN
2 Dept.of Earth Sciences,yogi vamana university, Vamanapuram, kadapa, IN
3 Director Foreign Relations, Jawaharlal Nehru Technological University, Hyderabad-500072, A.P, IN
Source
Indian Journal of Science and Technology, Vol 3, No 4 (2010), Pagination: 450-454Abstract
The main objective of the study is to evaluate the physical characteristics and the natural resources in the study area and to develop methods for its efficient utilization and sustainable management using tools such as remote sensing and GIS. The thematic layers are derived from IRS-ID PAN + LISS-III merged satellite imagery and survey of India (SOI) topo maps using visual interpretation technique. These maps are converted to digital format using AutoCAD software and further integrated using Arc/Info and Arc view GIS software for the generation of final outputs. Physical characterization helps for quality of environment and natural resources development, which are optimally suitable to the terrain and to the development of water resources. The physical characterization of an area is also useful to plan the basic minimum needs of farmers, thereby improving their socio-economic conditions and helps in evolving a broad national policy which can be applied by decision makers for sustainable development of any given study area. This case study would help in developing municipalities with details at micro level for further planning.Keywords
Remote Sensing, Geographical Information System, Sustainable DevelopmentReferences
- Anji Reddy M (2003) Remote sensing and geographic information systems. 2nd Ed. B.S. Publ., India.
- Arakeri HR and Donahue R (1984) Principles of soil conservation and water management. Oxford & IBH Publ. Co. Ltd.
- Cracknell AP and Hayes LWB (1996) Introduction to remote sensing. Chapman & Hall Publ., NY.
- Govardhan V (1993) Remote sensing and water management in command areas. Int. Book Distributing Co. (Publ. Div.), Lucknow, India.
- Gurugnanam B, Suresh M, Vinoth M, Prabhakaran N and Kumaravel S (2009) GIS based microlevel approach for hydrogeochemical studies in upper Manimuktha sub basin, Vellar, South India. Indian J.Sci.Technol. 2 (10), 5-10. Domain site: http://www.indjst.org.
- Handbook of statistics, Ranga Reddy District (2001) Chief Planning Officer, Director of Census Operation, Andhra Pradesh, India.
- Heathcote IW (1998) Integrated watershed management–Principles and practice. John Wiley & Sons Inc, NY.
- Jensen JR (2003) Remote sensing of the environment-An earth resource perspective. Pearson Edu. Publ.
- Lillesand TM and Kiefer RW (1994) Remote sensing and image Interpretation. Wiley Publ., NY.
- Nag P (1992) Thematic cartography and remote sensing. Concept Publ. Co., New Delhi, India.
- Lenin Kalyana Sundaram V, Dinesh G, Ravikumar G and Govindarajalu D (2008) Vulnerability assessment of seawater intrusion and effect of artificial recharge in Pondicherry coastal region using GIS. Indian J.Sci.Technol. 1 (7), 1-7.
- Performance of Concrete Containing Granulated Blast Furnace Slag as a Fine Aggregate
Abstract Views :149 |
PDF Views:0
Authors
Affiliations
1 KL University, Vaddeswaram - 522502, Andhra Pradesh, IN
2 Mallareddy College of Engineering, Hyderabad - 500043, Telangana, IN
1 KL University, Vaddeswaram - 522502, Andhra Pradesh, IN
2 Mallareddy College of Engineering, Hyderabad - 500043, Telangana, IN
Source
Indian Journal of Science and Technology, Vol 9, No 38 (2016), Pagination:Abstract
The present challenge in front of Civil Engineers is to find alternative materials for fine aggregates in concrete. Since, most of the State Govt. banned the dredging of river sand. The Granulated blast furnace slag is considered as a fine aggregate in concrete. At present, in India Steel Industry produces about 40 Million Tonnes by 2020 it is estimated to 60 million tonnes. The Author has investigated the effect of compressive strength of concrete, when Granulated blast furnace slag is used (GBFS) as a fine aggregate in concrete. The work includes the partially and fully replacement of river sand by granulated slag in M25 Grade of concrete with a constant 0.45 W/C ratio. Slag replacement of 50, 80, 100% are used. It has been observed that concrete made with 50% of river sand and 50% (GBFS) is nearer to Zero percent replacement. Objectives: To determine the optimum percentage slag replacement as a fine aggregate in concrete which helps in maintaining sustainability of concrete and balancing between the environmental problems due to construction industry as it is necessary to find out the alternative materials for use as fine aggregates because of restrictions by the local authorities. Methods: The experiments are planned to find out the optimum replacement percentage of GBFS against river sand as a fine aggregate in concrete. Mix design for M25 grade of concrete is made with OPC (Ordinary Portland Cement) and PPC (Port land Pozzolana Cement) is considered with a constant 0.45 W/C ratio and slag replacement of 50, 80, 100% are used. 30 Cubes for each cement category of 150 mm size are casted, cured by immersion and tested by CTM. Findings: In both the cement category, the compressive strength and slump of concrete is found reducing with the increase in the percentage of slag as a replacement to fine aggregate. In concrete made with OPC when compared with 50%, 80% and 100% replacement with GBFS reduction upto 96.50%, 87% and 77.5% in strength and 84.6%, 53.84% and 34.6% in slump respectively is observed. In concrete made with PPC when compared with 50%, 80% and 100% replacement with GBFS reduction upto 95.30%, 80% and 63% in strength and 82.7%, 51.7% and 34.0% in slump respectively is observed. Application/Improvements: This study using alternatives to fine aggregate in concrete will help in making concrete economical, reduction in environmental problems and saving the natural resources. The study may be extended to determine the concrete sustainability in saline conditions also.Keywords
Compressive Strength, Granulated Blast Furnace Slag, OPC, PPC, River Sand.- Free Vibration Analysis of Multi-Storeyed Buildings resting on different Soil / Rock Media at Hyderabad, Telangana State, India
Abstract Views :181 |
PDF Views:0
Authors
Affiliations
1 KL University, Vaddeswaram - 522502, Andhra Pradesh, IN
2 Gudlavalleru Engineering College, Gudlavalleru, Krishna Dist - 521356, Andhra Pradesh, IN
1 KL University, Vaddeswaram - 522502, Andhra Pradesh, IN
2 Gudlavalleru Engineering College, Gudlavalleru, Krishna Dist - 521356, Andhra Pradesh, IN
Source
Indian Journal of Science and Technology, Vol 9, No 37 (2016), Pagination:Abstract
Earthquake is a spasm of ground shaking caused due to sudden release of energy in the earth’s crust and bulk of destruction takes place within a short duration of time. Past history records reveal that rate of occurrence of earthquakes is an increasing phenomena. Bitter experiences on failure/collapse of structures, particularly in urban regions, warn the people on importance of constructing earthquake resistant buildings. Local soil conditions and interaction between soil /rock media and the structure indeed affect the response of the structure during an earthquake. In the present investigation, the western region of Hyderabad, part of the capital of Telangana, is chosen as the study area which consists of different soil/rock profiles at different locations. Free vibration analysis of a multi-storeyed building is carried out when the foundation of similar structure rests on different soil/rock media. Frequencies and time periods are worked out for comparison when the same structure is assumed to be fixed at the base. From the results, it is observed that the variation in time period of the structure increases with decrease of soil stiffness. It is also noticed that soil-structure interaction effect on time period of the structure, particularly in loose soils, is of more significant compared to the variation in structure stiffness.Keywords
Free vibration, Geomorphology, Shear wave velocity, Soil-structure-interaction, Spring constant, Time period.- A Self-Regulated Module for Vehicle Interior Ventilation System
Abstract Views :209 |
PDF Views:0
Authors
Affiliations
1 Department of ECM, KL University, Vaddeswaram, Guntur - 522502, Andhra Pradesh, IN
2 Department of CE, KL University, Guntur - 522502, Andhra Pradesh, IN
1 Department of ECM, KL University, Vaddeswaram, Guntur - 522502, Andhra Pradesh, IN
2 Department of CE, KL University, Guntur - 522502, Andhra Pradesh, IN