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Journal articles on the topic 'Amaravati'

Author: Grafiati

Published: 4 June 2021

Last updated: 10 February 2022

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1

Upadhya, Carol. "Amaravati and the New Andhra." Journal of South Asian Development 12, no. 2 (July 26, 2017): 177–202. http://dx.doi.org/10.1177/0973174117712324.

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The article explores the cultural politics of regionalism in Coastal Andhra following the bifurcation of Andhra Pradesh through a focus on the planning of a new capital city, Amaravati. The envisioned city embodies an imagination of the state’s future development, in which older signifiers of Andhra identity are sutured with global aspirations. Viewing Amaravati as a symbolic space where Andhra is being reconstituted, the article traces the reterritorialization of the region by a deterritorialized provincial elite through return flows of capital and state-led revitalization of regional identity. While the Amaravati plan reflects broader trends of neoliberal urbanization in India, it is also deeply embedded in regional development aspirations and contestations.

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2

Upadhya, Carol. "Recasting Land: Agrarian Urbanism in Amaravati." Urbanisation 6, no. 1 (May 2021): 82–103. http://dx.doi.org/10.1177/24557471211018304.

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The article explores how the unfolding of the Amaravati project in Andhra Pradesh, India, was shaped by the region’s caste-based agrarian social and political formation. It shows how caste structures not only access to land, resources and power, but also the agrarian land transition in the context of a ‘new city’ project. In particular, caste structured the process of land pooling as well as the land market due to the historical embedding of caste in the land governance system. The article outlines two major ways in which caste inequalities and tensions were reproduced and sharpened—the rapid dispossession of Dalits by the unleashing of a speculative land market, and their marginalisation in the land pooling process. These processes are attributed to the institutionalisation of caste within the land revenue bureaucracy and the entrenchment of caste power and ideology within and beyond the state in the Coastal Andhra region, leading to a caste-based ‘land grab’. In response, Dalits mounted opposition to their marginalisation by framing unequal compensation for assigned lands and the alienation of assigned lands as manifestations of caste oppression. The eruption of caste struggles around land in what was supposed to become India’s first ‘fully planned’ city illustrates a key dimension of ‘agrarian urbanisation’ in contemporary India.

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3

Brown, Robert L., Robert Knox, and Elizabeth Rosen Stone. "Amaravati: Buddhist Sculpture from the Great Stūpa." Journal of the American Oriental Society 118, no. 2 (April 1998): 303. http://dx.doi.org/10.2307/605922.

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4

Howes, Jennifer. "Colin Mackenzie and the Stupa at Amaravati." South Asian Studies 18, no. 1 (January 2002): 53–65. http://dx.doi.org/10.1080/02666030.2002.9628607.

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5

Singh, Upinder. "Amaravati: the dismembering of the Mahācaitya (1797–1886)." South Asian Studies 17, no. 1 (January 2001): 19–40. http://dx.doi.org/10.1080/02666030.2001.9628590.

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6

Somasundaram, O., T. R. Suresh, and Vijaya Raghavan. "The Story of Ambikapati and Amaravati: A Tamil Romeo and Juliet Legend." Journal of Psychosexual Health 2, no. 3-4 (July 2020): 277–80. http://dx.doi.org/10.1177/2631831820946404.

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The most famous love story in the world is probably that of Romeo and Juliet. Its Tamil parallel is that of Ambikapati and Amaravati, and their sad story is unfolded here. The points of comparison between the two stories as well as the role of fate in the tragic outcome of the both are discussed in brief.

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7

Upadhya, Carol. "Assembling Amaravati: speculative accumulation in a new Indian city." Economy and Society 49, no. 1 (January 2, 2020): 141–69. http://dx.doi.org/10.1080/03085147.2019.1690257.

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8

Grunin, I. V. "Crowned Buddha of Amaravati and the Cakkavatti canonical concept." Orientalistica 3, no. 4 (December 28, 2020): 1010–27. http://dx.doi.org/10.31696/2618-7043-2020-3-4-1010-1027.

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The article represents a kind of “postscriptum” to the author’s hypothesis about fundamental sources found in Pali canon and early post-canonic literature that gave birth to formation of the crowned Buddha image. This hypothesis underlies this study of early Buddhist iconography, in particular with respect to images belonging to the Amaravati school, which illustrate the relationship between the Buddha and Cakkavatti. The author substantiates the conclusion that the image of the crowned Buddha had emerged almost simultaneously with the anthropomorphic image of the Enlightened One.

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9

Reddy, Madhusudhan, Rajashekara Reddy Konda, Gonavaram Kalyan Kumar, and Asadi S.S. "Site Characterization and Evaluation of Seismic Sources for Amaravati Region." International Journal of Geotechnical Earthquake Engineering 11, no. 1 (January 2020): 71–86. http://dx.doi.org/10.4018/ijgee.2020010104.

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After the bifurcation of Telangana from Andhra Pradesh (AP) state in 2014, the Amaravati and adjoining localities has been proposed as a new capital region to the state of AP, India. As per the seismic zonation map of India, the proposed region falls in zone III. However, the prediction of damage level due to earthquakes is highly impossible, as it is influenced by many regional factors. In order to estimate the damage level from the future earthquakes in the present study, the various compositions involved in the regional fields of geological, geomorphological and soil characteristics are evaluated for the selected study region. In addition to this, to understand the seismicity of this region the earthquake catalogue and seismotectonic map have been prepared by collecting the data within 300km radial distance from Velgapudi (16° 52'N, 80° 51'E) as a center. The results of different fields represented in the form of thematic maps for this geographical information system (GIS) software has been used.

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10

Ślączka, Anna. "AN AMARAVATI-SCHOOL PILLAR FROM THE RIJKSMUSEUM: STYLE AND ATTRIBUTION." Aziatische Kunst 47, no. 1 (July 11, 2017): 29–38. http://dx.doi.org/10.1163/25431749-90000331.

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11

Schalk, Peter. "The Vallipuram Buddha Image "Rediscovered"." Scripta Instituti Donneriani Aboensis 16 (January 1, 1996): 295–312. http://dx.doi.org/10.30674/scripta.67235.

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When, at the end of the 19th century, the Visnu kovil in Vallipuram, in Vatamaracci, in northern Ilam (Lanka) was (re)built, a Buddha statue was unearthed close to this temple, 50 yardsnortheast of it. It remained in the lumber room of this temple until 1902, when it was set up in Old Park at Yalppanam under a bo-tree. In 1906, the Vallipuram Buddha image was presented by Governor Sir Henry Blake to the King of Siam, who was particularly anxious to have it, as it was supposed to be of an archaic type. This event together with the statue, was forgotten for almost 90 years. All Tamilar and Sinhalese born after 1906 have never seen the Vallipuram Buddha image, provided they have not gone to and found it in Thailand. The study of the religious significance per se, in its historical setting, of the statue is important. The Vallipuram Buddha image is a typical creation of Amaravati art, the spread of which documents the spread of Buddhism to Ilam, where it exercised a decisive influence on the first period of the development of Buddhist art in the Anuratapuram school. We get then a geographical triangle of a cultural encounter between Amaravati, Anuratapuram in its first phase, and Vallipuram. This happened at a time when Buddhism was still not identified as Sinhala Buddhism, but just as Buddhism. The study of the Vallipuram statue is thus a way of transcending or at least suspending for some time polarising ethnic identities, not ethnic identities as such.

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12

Khambalkar, V. P., D. S. Karale, and S. R. Gadge. "Performance evaluation of a 2 MW wind power project." Journal of Energy in Southern Africa 17, no. 4 (November 1, 2006): 70–75. http://dx.doi.org/10.17159/2413-3051/2006/v17i4a3232.

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This work is the analysis of the energy generation of a 2 MW wind power project installed at Motha, District Amaravati, in the state of Maharashtra. The various availabilities of the wind power project were studied for the efficient energy production of the project. It was observed that 92.72 percent of the system was available for energy generation throughout the year. The energy generation data with the various shutdowns of the system was studied. The energy generation of the system was studied in terms of the plant load factor or the capacity factor. Capacity factor was observed to be 21.16 percent with the total energy generation unit being 3.73 MWh.

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13

Hawkes, Jason D., Riza Abbas, and Michael Willis. "Report of the Archaeological Survey of Chamak and its Surroundings, District Amaravati, Maharashtra." Ancient Asia 7 (October 10, 2016): 6. http://dx.doi.org/10.5334/aa.115.

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14

Mackay, Rowan, and Sreekanth Kireeti. "City visions and rapid urbanisation: pursuing health and sustainability agendas in Amaravati, India’s newest city." Cities & Health 1, no. 1 (January 2, 2017): 22–30. http://dx.doi.org/10.1080/23748834.2017.1387431.

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15

Michell, George. "Robert Knox: Amaravati: Buddhist sculpture from the Great Stūpa. 247 pp. London: British Museum Press, 1992. £40." Bulletin of the School of Oriental and African Studies 58, no. 1 (January 1995): 180–81. http://dx.doi.org/10.1017/s0041977x00012416.

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16

Kelkar, Nandini, Bharat Kakade, Ravi Kote, Pramod Kumar Takawale, and Sandip Nighut. "Impact of ‘Integrated Crop Management Approach’ on Crop Yield and Economics in Amaravati and Yavatmal District (M.S.), India." International Journal of Current Microbiology and Applied Sciences 9, no. 6 (June 10, 2020): 185–93. http://dx.doi.org/10.20546/ijcmas.2020.906.025.

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17

Johansen, Peter. "Early Buddhist Architecture in Context: The Great Stupa at Amaravati (ca. 300 BCE–300 CE) by Akira Shimada." Asian Perspectives 52, no. 2 (2013): 368–71. http://dx.doi.org/10.1353/asi.2013.0012.

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18

Bick, Ian Avery, Ronita Bardhan, and Terry Beaubois. "Applying fuzzy logic to open data for sustainable development decision-making: a case study of the planned city Amaravati." Natural Hazards 91, no. 3 (January 25, 2018): 1317–39. http://dx.doi.org/10.1007/s11069-018-3186-2.

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19

Sridhar, S. I., and A. Raviraj. "Statistical Trend Analysis of Rainfall in Amaravathi River Basin using Mann-Kendall Test." Current World Environment 12, no. 1 (April 25, 2017): 89–96. http://dx.doi.org/10.12944/cwe.12.1.11.

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The present study aims to detect the trends in annual and seasonal rainfall and its magnitude in Amaravathi basin, Tamil Nadu. In this study, the mean annual and seasonal rainfall in 10 rain gauge stations of Amaravathi basin have been analysed to determine the trend and its magnitude for the period of 1982-2014. The trend analysis is done using Mann-Kendall and Sen’s slope estimator. The trend analysis results showed wide variations during all the seasons. The increasing trend of rainfall is found to be dominant during north-east monsoon season when compared to other seasons.

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20

Stewart, Mary. "Amaravati. Buddhist sculpture from the Great Stupa. By Robert Knox. pp. 247, illus. in col. & bl. & wh., map. London: British Museum Press for the Trustees of the British Museum, 1992. £40.00." Journal of the Royal Asiatic Society 5, no. 1 (April 1995): 145–46. http://dx.doi.org/10.1017/s1356186300013870.

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21

Lakshmi, R. Prasanna, P. Ganesh Kumar, P. Lavanya Kumari, M. Reddi Kumar, and M. Kishan Tej. "Assessment of PBND and PSND Tolerant Groundnut Variety Kadiri Amaravathi." International Journal of Current Microbiology and Applied Sciences 8, no. 06 (June 10, 2019): 1514–20. http://dx.doi.org/10.20546/ijcmas.2019.806.182.

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22

Thangamani, S., and A. Raviraj. "Rainfall Variability and Trend Detection in Dindigul District of Amaravathi Basin." Current World Environment 11, no. 2 (August 25, 2016): 567–76. http://dx.doi.org/10.12944/cwe.11.2.27.

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The present study attempted to find out the relation between rainfall variability, trend and distribution in Dindigul district of Amaravathi basin for groundwater management. A detailed analysis of monthly, seasonal and spatial variation of rainfall (1971-2014) for the study area had carried out. The normal annual rainfall of the district varies from 700 to 1600 mm. The north east monsoon contributed the maximum rainfall of 439mm (50%), followed by South-west monsoon which contributed 254 mm (29%), summer which contributed 147 mm (16.8%) and winter contributed the minimum rainfall of 26.8 mm (2.8%).A high value of CV had observed in all the stations, which indicate the greater rainfall variability, and more chances of occurrence of drought. Higher variability of coefficient of variation was observed in central part of the district.Theresult of MMK z-test at 1% level indicates that the majority of stations showed non-significant trend in annual, summer and monsoon season of rainfall. Out of the 13 stations studied in the district, annual rainfall of only one station (Kuthiraiyar) showed significant decreasing trend in annual rainfall (-3.05 mm/year) and five stations recorded the significant decreasing trend in rainy days during southwest monsoon. Chatrapatti and Natham stations recorded the significant increasing trend during north east monsoon and Virupatchi station recorded the decreasing trend.

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23

Annamalai, Valliammai, Muthumanickam Dhanaraju, Christopher Lourduraj Alphonse, and Panneerselvam Shanmugam. "Assessment of groundwater quality for drinking purposes in Amaravathi river basin." IOP Conference Series: Materials Science and Engineering 955 (November 21, 2020): 012084. http://dx.doi.org/10.1088/1757-899x/955/1/012084.

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24

Madhuri, D., K. Divya, V. Durgaharish, M. Dhanunjayam, and K. Syam Kumar. "Screening of Adulterants in milk samples of Amaravathi region in Andhra Pradesh." Research Journal of Pharmacy and Technology 8, no. 12 (2015): 1633. http://dx.doi.org/10.5958/0974-360x.2015.00293.0.

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25

Umamaheswari, G. R., and Dr D. Kalamani. "Fuzzy Logic Model for the Prediction of Groundwater Level in Amaravathi River Minor Basin." International Journal of Mathematics Trends and Technology 11, no. 1 (July 25, 2014): 46–50. http://dx.doi.org/10.14445/22315373/ijmtt-v11p505.

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26

Loganathan, K., and A. Jafar Ahamed. "Multivariate statistical techniques for the evaluation of groundwater quality of Amaravathi River Basin: South India." Applied Water Science 7, no. 8 (October 9, 2017): 4633–49. http://dx.doi.org/10.1007/s13201-017-0627-0.

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27

Thilagaraj, P., P. Masilamani, R. Venkatesh, and J. Killivalavan. "GOOGLE EARTH ENGINE BASED AGRICULTURAL DROUGHT MONITORING IN KODAVANAR WATERSHED, PART OF AMARAVATHI BASIN, TAMIL NADU, INDIA." International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLIII-B5-2021 (June 30, 2021): 43–49. http://dx.doi.org/10.5194/isprs-archives-xliii-b5-2021-43-2021.

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Abstract. The agricultural drought assessment and monitoring has become a prime concern in recent times as it impedes land capability and causes food scarcity. Therefore, the present study constructed a methodological framework through the Google Earth Engine (GEE) platform, which offers advanced and effective monitoring in a timely concern of the drought occurrences. The study has been carried out in the Kodavanar watershed, a part of the Amaravathi basin is noted with signs of drought such as insufficient rainfall and vegetation stress in the current situation. The remote sensing indices are utilised for the agriculture drought assessment including Land Surface Temperature (LST), Normalized Difference Vegetation Index (NDVI), Temperature Condition Index (TCI), Vegetation Condition Index (VCI) and Vegetation Health Index (VHI). In particular, the VHI results show that the area of healthy vegetation and no drought category is rapidly decreased from 934.29 to 107.83 sq.km across the years and have been reached threatening condition as extreme drought category with extremely low vegetation cover has been increasing in a exponential proportion of over 5% in the year 2019 and 2020. However, the agriculture drought results compared through the meteorological drought indicator of Standardized Precipitation Index (SPI) reflects that the SPI and VHI are reflecting similar signs and indicating the dry condition of precipitation with moderate vegetation over the highlighted regions of northern tip and central eastern portions. This present work illustrates the effective use of the GEE platform in monitoring the agriculture drought and the highlighted portions of the study should be implemented with proper water resource management by the researchers, planners and policymakers in the Kodavanar watershed for reducing the vegetation stress.

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Ahamed, A. Jafar, K. Loganathan, and R. Jayakumar. "Hydrochemical characteristics and quality assessment of groundwater in Amaravathi river basin of Karur district, Tamil Nadu, South India." Sustainable Water Resources Management 1, no. 3 (September 2015): 273–91. http://dx.doi.org/10.1007/s40899-015-0026-3.

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29

Prawin, J., K. Lakshmi, and A. Rama Mohan Rao. "Structural damage diagnosis under varying environmental conditions with very limited measurements." Journal of Intelligent Material Systems and Structures 31, no. 5 (January 9, 2020): 665–86. http://dx.doi.org/10.1177/1045389x19898268.

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In this article, we present a damage diagnostic scheme with very limited measurements. The influence of environmental and operational variabilities has been considered in the present investigations apart from measurement noise. We employ null subspace analysis in the first stage to confirm the presence of damage using ambient vibration data through online monitoring. Once the presence of damage is established, in the second stage, through offline monitoring, we use the zero strain energy node concept to localize damage through inference from the set of excitation frequencies at which the structure with localized damage behaves like a healthy structure. The proposed technique requires the numerical model of the healthy structure to establish the relationship between zero strain energy nodes and excitation frequencies. In order to evaluate the proposed technique, numerical simulation studies are carried out initially on a simple beam-like structure and later considering a more practical example of the bridge existing across the Amaravathi River in Tamil Nadu, India. These investigations are subsequently complemented with an experimental study on steel I beam girder. It can be concluded from the investigations that the proposed approach is capable of detecting and localizing multiple and also subtle damages under varying environmental conditions with very limited noise-contaminated measurements.

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30

Ahamed, A. Jafar, and K. Loganathan. "Water quality concern in the Amaravathi River Basin of Karur district: a view at heavy metal concentration and their interrelationships using geostatistical and multivariate analysis." Geology, Ecology, and Landscapes 1, no. 1 (January 2, 2017): 19–36. http://dx.doi.org/10.1080/24749508.2017.1301055.

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31

Karthikeyan, A. "Isolation, Identification And Characterisation Of Dye-Adapted Bacteria From Textile Effluents Mixed With Sewage Released Into The River Amaravathy, Karur, Tamilnadu, India." IOSR Journal Of Environmental Science, Toxicology And Food Technology 7, no. 2 (2013): 51–57. http://dx.doi.org/10.9790/2402-0725157.

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32

"Probabilistic Seismic Hazard Assessment for Amaravathi Region, Andhra Pradesh." International Journal of Innovative Technology and Exploring Engineering 8, no. 6S4 (July 26, 2019): 279–83. http://dx.doi.org/10.35940/ijitee.f1057.0486s419.

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This article explains an analytical attempt that estimates seismic hazard for Amaravathi city. The present study has been carried out contemplating the available faults and epicentral data within a radius of 300km of the Amaravathi region. The homogenous earthquake catalogue has been prepared for Amaravathi region by Steep’s method. The seismic hazard parameters ―a‖ and ―b‖ for Amaravathi city were evaluated by Gutenberg-Ritcher method. The ―a‖ and ―b‖ values obtained as 4.69, 0.6468 respectively. The total 353 epicenters and 31 faults were considered in this seismic analysis for the estimate of PSHA for Amaravathi. The ground motion produced by the faults at this site has been estimated by using the regionspecific Ground Motion Prediction Equation (GMPE) developed by the raghukanth and lyenger (2007). The probability of occurrence of different magnitude classes was estimated. The hazard curves and mean annual rate of exceedance for Peak Ground Acceleration were calculated by using ground motion estimated in this area. The Uniform Hazard Response Spectrum (UHRS) for the ranging time periods between 0.1 – 4 seconds was prepared. PGA values for Amaravati region was found to be in between 0.001g to 0.3g from seismic hazard map that was prepared in this study

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33

Phani Kumar, K. "Amaravati : Future Food Processing Hub of India." JOURNAL OF MECHANICS OF CONTINUA AND MATHEMATICAL SCIENCES 14, no. 5 (October 28, 2019). http://dx.doi.org/10.26782/jmcms.2019.10.00061.

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34

Reddy, M. Madhusudhan, Ch Hanumantha Rao, K. Rajasekhara Reddy, and G. Kalyan Kumar. "Site-Specific Ground Response Analysis of Some Typical Sites in Amaravati Region, Andhra Pradesh, India." Indian Geotechnical Journal, August 24, 2021. http://dx.doi.org/10.1007/s40098-021-00562-3.

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35

Patil, Rachana, and Devyanee Nemade. "Economic analysis of yield gap of Arhar (Cajnus cajan) inVidarbha region of India." Indian Journal Of Agricultural Research, OF (September 15, 2016). http://dx.doi.org/10.18805/ijare.v0iof.3532.

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Yield gap is an important aspect as it affects production. There is a need to take up in depth analysis of yield gap for narrowing down the yield gap between the farmers fields and demonstration plots. It may not always possible for the farmers to raise the crop productivity on their farm to the level of research station. However, it would be realizable to aim at demonstration plot yield. Hence in this study more emphasis is given to yield gap II. i.e. difference between demonstration plot yield and farmers field. The study was based on the secondery data collected from Agricultural Prices Scheme, Dr. PDKV, Akola for the year 2014 -15. In all 120 Arhar growing farmers from Akola, Buldhana and Amaravati district were selected. It is observed that total Yield gap was highest in low adopter (6.81 qt/ha) and less in high adopter (1.87 qt)/ha.

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36

"Level of Service of Roads in Vijayawada." International Journal of Recent Technology and Engineering 8, no. 2 (July 30, 2019): 1373–78. http://dx.doi.org/10.35940/ijrte.b2027.078219.

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One of the most challenging problems in city management in a developing city like Vijayawada is Traffic Congestion. Being a part of the proposed capital city of Andhra Pradesh Amaravati, the vehicular population in Vijayawada as recorded the tremendous growth. With increase of Vehicular population (2015) as 3.32% of Transport vehicles and 7.97% of Non-Transport vehicles (as of data.gov.in) it has now became an alarming issue to develop the demand based transportation infrastructure. The traffic congestion not only disrupts the business activities but also reduces productivity level of the city. The traffic congestion, effect the increase in possibility of accidents because of weak traffic management in the city. So it is now very essential to give the solution to ill effects of traffic congestion in Vijayawada. This paper describes the traffic congestion problem for the busiest roads of the Vijayawada city i.e.., Eluru and Bandar road. The traffic congestion of these roads is determined by the level of service of the arterial roads (LOS) through Average speed, Traffic volume and Traffic Capacity. Also the topological features of the city and solution to the problems triggering traffic congestion are suggested

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37

"Seismic Response of High Rise Building with Openings in Shear Walls." International Journal of Innovative Technology and Exploring Engineering 8, no. 9 (July 10, 2019): 3423–26. http://dx.doi.org/10.35940/ijitee.i8607.078919.

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Due to gradual development of metros and small towns and increasing population in India, the high rise buildings are constructed at a larger scale due to land scarcity and the commercial or cultural importance of a particular area. A high rise building should be architecturally viable and should have good light and air ventilation. In this project we compare and analyze the high rise buildings in three configurations.A high rise building is a structure which is more than 30m in height. In this project we consider a high rise building with story configuration of G+20. The three configurations of the high rise building are designed, configured and seismically analysed using ETABS software. Earthquake analysis in ETABS is carried out on Model (a)-Structure without a shear wall, Model (b)-Structure with shear walls and Model (c)-Structure with openings in shear walls resting in Type II soil and Type III seismic zone. The soil type and seismic zone considered for this project is specific for Amaravati the capital of Andhra Pradesh. Seismic analysis results for each configuration of the high rise building such as Base Shear, Time Period, Storey Drifts and Displacements are compiled and compared to find the suitable configuration of high rise structure.

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38

Katam, Srikanth. "Land Pooling and Special Purpose Districts: A Working Paper on Pragmatic Urban Management Approach for Amaravati, the Greenfield Capital City of Andhra Pradesh, India." SSRN Electronic Journal, 2019. http://dx.doi.org/10.2139/ssrn.3438900.

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39

Moorthi, P. V. P., Ajit Pratap Singh, and P. Agnivesh. "Regulation of water resources systems using fuzzy logic: a case study of Amaravathi dam." Applied Water Science 8, no. 5 (August 6, 2018). http://dx.doi.org/10.1007/s13201-018-0777-8.

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40

Chavali, Rama Vara Prasad, and B. Reshmarani. "Characterization of expansive soils treated with lignosulfonate." International Journal of Geo-Engineering 11, no. 1 (November 2, 2020). http://dx.doi.org/10.1186/s40703-020-00124-1.

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Abstract The current study examines the potential of lignosulfonate to enhance the engineering behavior of two locally available expansive soils. The expansive soils were collected from Vijayawada and Amaravathi, located in the Capital Region of Andhra Pradesh, India. The soils were treated with four different percentages (0.5, 1, 2, and 4) of lignosulfonate and were allowed to interact for 7 and 28 days. A series of laboratory tests such as unconfined compressive strength, cation exchange capacity and scanning electron microscopy were carried out on the soil specimens. The results indicated that lignosulfonate has significant influence on the strength behavior of expansive soils. The amount of fines content present in soils defines the optimum percentage of lignosulfonate. Lignosulfonate treatment resulted in reduced negative surface charge of soils and formation of Polymer chain microstructure along with flocculated or aggregated particle microstructure, which may attribute to the enhanced strength of the expansive soils.

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41

"Geological, Geomorphological and Ground Water Quality in the area of Amaravathi, Guntur District, Andhra Pradesh, India." International Journal of Engineering and Advanced Technology 9, no. 2 (December 30, 2019): 5530–39. http://dx.doi.org/10.35940/ijeat.b5156.129219.

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The iarea iof iAmaravati, ia inew icapital iof ithe iState of iAndhra iPradesh, iis ilocated iin ithe iGuntur idistrict, iwhere ithe igroundwater ihas ibeen ia ipotentialiresource ito imeet iseveral ineeds idue ito ifrequentifailures iof imonsoon, iand iits iquality ihas ibeen ideteriorated iunder ithe idifferent ienvironmental iconditions. iThe iAmaravati icovers ian iarea iof iabout i217 km2 iand iis idistributed iin i28 ivillages iin ithree imandals iviz., iMangalagiri, iThullur iand iTadepalle. iAgriculture iis ithe imain ioccupation iof ithe ipeople. iThe iclimate iof ithe iarea iis idry-humid, iwith iaverage iannual itemperatures iof i18o i to i48oC. iThe iaverage iannual irainfall iis iabout i1,357 imm. i iField iinvestigations iwere iconducted iin ithe imonth iof iDecember i2015. iThe idata ion irainfall, itopographic iconditions, isoil icover, igeomorphological ifeatures, igeological, istructural iand ihydrogeological iconditions, idrainage iand iland iuse ipractices iwas icollected. iGroundwater isamples icollected ifrom ithe ifield iwere ianalyzed ifor imajor iion ichemistry, iviz. ipH, itotal idissolved isolids i(TDS), itotal ialkalinity i(TA), itotal ihardness i(TH), icalcium i(Ca), imagnesium i(Mg), isodium i(Na), ipotassium i(K), ibicarbonate i(HCO3 ), ichloride i(Cl), isulphate i(SO4), initrate i(NO3 ) iand ifluoride i(F). iKeeping ithe iincrease iof iwater iconsumption iwith irespect ito ithe irapid igrowth ipopulation iin ithe inear ifuture iof ithe icapital iarea, iit iis iessential ito iassess ithe icontaminates icaused iby ipoor iquality iof igroundwater iwith irespect ito idrinking ipurpose iand iindustrial idevelopments. iIn iorder ito iprovide ithis ibase-line iinformation ifor ithe ipurpose iof ithe idecision-making iby ipolicy-makers iand iwater-managers.

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"Assessment of Soil Parameters and Microbes in Amaravathi River Bed Area, Karur District, Tamil Nadu, India." Journal of Environmental Nanotechnology 3, no. 2 (June 2014): 150–55. http://dx.doi.org/10.13074/jent.2014.03.143074.

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Senthilkumar, Mohanavelu, Devadasan Gnanasundar, and Rethinam Arumugam. "Identifying groundwater recharge zones using remote sensing & GIS techniques in Amaravathi aquifer system, Tamil Nadu, South India." Sustainable Environment Research 29, no. 1 (April 29, 2019). http://dx.doi.org/10.1186/s42834-019-0014-7.

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Kavya, Y., N. Trimurtulu, A. Vijaya Gopal, P. Madhu Vani, and N. V. V. S. D. Prasad. "Effect of Inoculation of Microbial Consortia on Soil Physicochemical and Nutrient Status." Current Journal of Applied Science and Technology, March 24, 2020, 1–8. http://dx.doi.org/10.9734/cjast/2020/v39i430524.

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The experiment was conducted in kharif, 2018 at ARS, Amaravathi, Guntur district, to find the efficiency of carrier based microbial consortia. In sorghum carrier based microbial consortia was applied along with different doses of chemical fertilizers. Microbial consortium-1 (Azospirillium, P-solubilizer, K-releaser, Zn-solubilizer and PGPR isolate), Microbial consortium-2 (Azotobacter, Azospirillium, P-solubilizer, K-releaser, Zn-solubilizer and PGPR isolate) were used in the study. Soil pH, electrical conductivity (EC), organic carbon, available nitrogen, phosphorus, potassium were recorded during different intervals of crop growth. The treatments with microbial consortia and 75% Recommended Dose of Fertilizers (RDF) showed increased available nutrients content. Soil pH was neutralized in the microbial consortia added treatments, while in treatments with RDF alone the pH was more. There was a significant increase in organic carbon content in treatments with microbial consortia and 75% RDF. Highest available nutrients and organic carbon content was observed in T10 (75% RDF+ Microbial consortium-2). The organic carbon content improved gradually during the crop period and highest was at harvesting stage. All the soil physicochemical properties were improved by the microbial consortia with decreased doses of chemical fertilizers compared to the treatments added with chemical fertilizers alone.

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Ahamed, A. Jafar, and K. Loganathan. "Reduced graphene oxide as effective adsorbent for removal of heavy metals in groundwater of Amaravathi River basin, Tamil Nadu." Geology, Ecology, and Landscapes, May 13, 2021, 1–10. http://dx.doi.org/10.1080/24749508.2021.1923273.

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A, Raviraj, Nimmi Kuruppath, and Balaji Kannan. "Identification of Potential Groundwater Recharge Zones Using Remote Sensing and Geographical Information System in Amaravathy Basin." Journal of Remote Sensing & GIS 06, no. 04 (2017). http://dx.doi.org/10.4172/2469-4134.1000213.

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