# Published Date Details
161.22-07-2021"Influence of Particle Packing Theories on Strength and Microstructure Properties of Composite Cement–Based Mortars." Journal of Materials in Civil Engineering, (ASCE) 33.10 (2021): 04021267. (SCIE indexed, impact factor: 3.266)
Authors: Chandra Sekhar K, and Rathish Kumar P.
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162.17-07-2021 " Study on partial replacement of cement with combination of glass powder and marble dust", Internatiional journal of Advance Research and Innovative Ideas in Education, Vol 7, Issue 4, 2021
Authors: Nitesh Bhat,Chinmaya patil, Bruhan,Aditya,Priya V
163.12-07-2021"STUDY ON THE ABILITY OF DELIGNIFIED DUST PARTICLES OBTAINED DURING SEPARATION OF COCONUT FIBRES, FOR BIOGAS PRODUCTION AND ITS RELATED CHEMICAL KINEMATICS", Priya V, Asian Jr. of Microbiol. Biotech. Env. Sc. Vol. 23, No. (2) : 2021 : 277-282 © Global Science Publications, ISSN-0972-3005
Authors: Priya V
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164.01-07-2021Application of gradient tree boosting regressor for the prediction of scour depth around bridge piers, Journal of Hydroinformatics 23 (4), 849-863, 2021
Authors: BM Sreedhara, AP Patil, J Pushparaj, G Kuntoji, SR Naganna
165.15-06-2021Shear Strength Characteristics and Energy Absorption Capacity of Soil- Tire Crumb Mixtures. Journal of Earthquake Science and Soil Dynamics Engineering, 4(1), 1–14.
Authors: Naresh Dixit P and Mohammed Zubair
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166.01-06-2021Linear and Nonlinear Site Response Study of Soil-tire Crumb Mixture. In: Sitharam T.G., Kolathayar S., Jakka R. (eds) Earthquake Geotechnics. Lecture Notes in Civil Engineering, vol 187. Springer, Singapore. https://doi.org/10.1007/978-981-16-5669-9_7
Authors: Naresh Dixit P S Mohammed Zubair
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167.01-06-2021Indian Highways Planning of a Bus system for a college campus Vol 49, No. 06 ; ISSN: 0376-7256
Authors: Vijay Konnur and Dr. H S Sathish
168.31-05-2021Delineation of groundwater potential zones using RS & GIS techniques for Hassan District, Karnataka,GIS Science Journal, ISSN NO : 1869-9391, Vol 8, Issue No.6, pp 2111-2122.
Authors: Priyanka R, Dr. C.R Ramakrishnaiah
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169.15-05-2021Impact of RBI Grade 81 on expansive soil strength characteristics Materialstoday : PROCEEDINGS online: March 2021, Science Direct, Elselvier.
Authors: Sureka Naagesh , Venugopal, Gangadhara
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170.28-02-2021"Properties of Processed Granulated Blast Furnace Slag based mortars and masonry", Journal of Materials in Civil Engineering, ASCE, Volume 34, Issue 5
Authors: Vibha V, B. V. Venkatarama Reddy
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171.02-02-2021Experimental behaviour of unreinforced and reinforced concrete block masonry walls under uniaxial compression
Authors: M S Dharek, S Raghunath, C P Ashwin
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172.20-01-2021Strengthening of brick masonry wallette by polyester geo-fabric reinforced cementitious matrix
Authors: KS Sreekeshava, AS Arunkumar, BV Ravishankar
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173.18-01-2021The study of the microstructure of sustainable composite cement-based mortars.” Cement Wapno Beton (2020): 25(5), 2020, 390-403. (SCIE indexed, impact factor: 0.828)
Authors: Chandra Sekhar K, and Rathish Kumar P.
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174.13-01-2021Remediation of Typical Municipal Solid Waste Dumpsite in Bangalore City, Journal of Hazardous, Toxic, and Radioactive Waste, Volume 25, Issue 1, ASCE.
Authors: P Sughosh, B Prathima, Murali Arunkumar, N Anusree, GL Sivakumar Babu
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175.01-01-2021International Journal of Engineering Research & Technology (IJERT) http://www.ijert.org ISSN: 2278-0181 IJERTV10IS010205 (This work is licensed under a Creative Commons Attribution 4.0 International License.) Published by : www.ijert.org Vol. 10 Issue 01, January-2021
Authors: Manjunath N K, Dr. Annapurna B P, Prakash T B, Shashi Shekhar Singh
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176.16-12-2020Flexural behavior of reinforced high performance self-compacting alkali activated slag concrete beams, Indian Concrete Journal,
Authors: R Manjunath, M H Prashanth, M.C.Narasimhan, U K Balabharathi
177.15-11-2020Effect of non-uniform in-plane bending and edge conditions on the stability behaviour of laminated panels with and without cutouts The effect of uniaxial and biaxial non-uniform in-plane bending and cutout sizes on the buckling behaviour of laminated composite panels has been investigated by developing finite elements formulation. The effect of shear deformation is included in the formulation. Therefore, this formulation is applicable for both thin and moderately thick panels. The panel is modelled by using 9-noded heterosis plate element. The main advantage of this element is that, it offers high level accuracy, even for extremely thin plate configuration. The effect of various parameters such as type of in-plane bending, cutout size, boundary conditions and ply-orientations are also studied in this work. Finally, it is shown that the in-plane bending and cutout sizes have a remarkable effect on the buckling behaviour of a panel.
Authors: Vinay M L Gowda; Dr. Rajanna T
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178.14-11-2020Dynamic behaviour of perforated laminated panels under biaxial non-uniform edge loads based on FE approach Buckling loads of laminated panels are calculated by analytical approaches are usually based on the assumptions that the panels are subjected to uniform in-planes edge loads without cutouts, despite of the fact that real structural components are subjected to various kinds of non-uniform in-plane edge loads along with the different sized cutouts. The aim of this work is to investigate the effect of biaxial non-uniform in-plane edge loads on the vibrations and buckling behaviour of panel with and without circular cutouts by using finite element technique. Further, the effect of different ply-orientations, boundary conditions and cutout sizes are also addressed in this work. Towards this, a nine-noded heterosis plate element has been adopted to model the panel by incorporating the effect of shear deformation and rotary inertia. Finally, it is shown that the non-uniform edge loading, boundary condition and cutout sizes have a remarkable effect on the vibration and buckling behavior of panel.
Authors: Vinay M L Gowda; Dr. Rajanna T
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179.28-10-2020Spatial variability of ground water quality: A case study of Udupi district, Karnataka State, India Springer Journal of Earth System Science
Authors: Deepika B V, C R Ramakrishnaiah, and Sujay Rgavendra Naganna
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180.12-10-2020Role of Stabilizers and Gradation of Soil in Rammed Earth Construction J. Mater. Civ. Eng.,ASCE, 2020, 32(5): 04020072 Abstract: The role of cement and lime used in combination with enzymes in enhancing stabilization effect on soil in rammed earth con- struction has been explored. There were 144 cylindrical rammed earth specimens prepared with six different combinations of stabilizers tested for their engineering properties at four aging periods. Cement was found to be a better stabilizer than cement and lime used in combination for the gradation of the reconstituted soil used in this study. TerraZyme has enhanced the stabilization effect of conventional stabilizers. The macrolevel changes in the engineering properties of test specimens were supported by microlevel changes observed by scanning electron microscope (SEM) images. Based on the results from the laboratory study, it is possible to reduce the cement content used for the construction of rammed earth walls of the proposed residential building. This combined laboratory study and field implementation presents the advantages of using stabilizers in combination and the need for proper grading of soil to be used for rammed earth construction to obtain smooth finish and good texture of rammed earth walls. DOI: 10.1061/(ASCE)MT.1943-5533.0003112. © 2020 American Society of Civil Engineers.
Authors: Nagaraj Honne Basanna1 ; Shaivan Hirebelaguly Shivaprakash2 ; Arunkumar Bhimahalli3 ; Prasanna Kumar Parameshwarappa4 ; and Jeremie Gaudin5
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