Publications
| # | Published Date | Details |
|---|---|---|
| 341. | 06-06-2012 | Activation of Fly Ash-Lime Reactions: A Kinetic Approach. ASCE Journal of Materials in Civil engineering. Authors: Rao S.M and Asha.K, Link |
| 342. | 05-06-2012 | 1. Prathima B and Dr. C R Ramakrishnaiah, “Hexavalent Chromium Removal From Industrial Wastewater by Chemical Precipitation Method”, International Journal of Engineering Research and Applications, ISSN 2248-9622, Volume 2, Issue 2 (2012), pp. 599-603. Authors: 1. Dr. C R Ramakrishnaiah and Prathima B Link |
| 343. | 29-05-2012 | “Fatigue life of fire damaged concrete cylinders repaired with carbon fibre reinforced polymer subjected to cyclic loading in compression”, Numerical modeling strategies for sustainable concrete structures , 29th May to 1st June , 2012, Aix-en-Provence, France.
Authors: Y.K. Guruprasad and Ananth Ramaswamy |
| 344. | 04-05-2012 | “Liquefaction and pore water pressure generation in sands cyclic strain controlled Triaxial Tests” International Journal of Geotechnical Earthquake Engineering, 3(1), pp. 57-85. Authors: Sitharam T. G., Ravishankar B. V. and Patil. S M., |
| 345. | 05-04-2012 | Hydro-Geoelectrical stidies for evaluation of Groundwater potential zones of Dakshina Pinakini River Basin, Chikkaballapur and Bangalore District, Karnataka. Authors: Dr. N.K.Narayanaswamy and Dr. H.C Vajrappa. Link |
| 346. | 01-04-2012 | “Behavior of fire damaged concrete cylinders with carbon fibre reinforced polymer wrap under monotonic compression”, Journal of Structural Engineering(SERC) Vol. 39, No. 1, April-May 2012 pp. 48-54. Indexed Journal Authors: Y. K. Guruprasad and Ananth Ramaswamy |
| 347. | 04-02-2012 | Dr. B.V. Kiran Kumar, Dr. H.S. Jagadeesh and Dr. R. Sathyamurthy “Roller Compactor Cum Rut Analyzer (RCRA) an Alternative Compactor Mix for Bituminous Design”.The Master Builder Journal (MB) Volume-14, No.4 February 2012 PP No. 108-118. Authors: Dr. B.V. Kiran Kumar, Dr. H.S. Jagadeesh and Dr. R. Sathyamurth Link |
| 348. | 18-05-2011 | Syed Abu Sayeed Mohammed; Maya Naik “Potential use of Black cotton soil with additives as
liner material to retain Zinc: isothermal and kinetic studies”. International Journal of ecology and
Development; summer 2011; vol 19, No S11 Authors: Syed Abu Sayeed Mohammed; Maya Naik |
| 349. | 06-04-2011 | International Journal of Earth sciences and Engg, Bol 4, issue 5, pp 922-929, ISSN 0974-5904 Authors: K Ganesh |
| 350. | 16-08-2010 | Cement stabilised rammed earth. Part B: compressive
strength and stress–strain characteristics
Materials and Structures,Elsevier Pub
Abstract Strength and behaviour of cement stabilised
rammed earth (CSRE) is a scantily explored
area. The present study is focused on the strength and
elastic properties of CSRE. Characteristics of CSRE
are influenced by soil composition, density of
rammed earth, cement and moisture content. The
study is focused on examining (a) role of clay content
of the soil on strength of CSRE and arriving at
optimum clay fraction of the soil mix, (b) influence of
moisture content, cement content and density on
strength and (c) stress–strain relationships and elastic
properties for CSRE. Major conclusions are (a) there
is considerable difference between dry and wet
compressive strength of CSRE and the wet to dry
strength ratio depends upon the clay fraction of soil
mix and cement content, (b) optimum clay fraction
yielding maximum compressive strength for CSRE is
about 16%, (c) strength of CSRE is highly sensitive
to density and for a 20% increase in density the
strength increases by 300–500% and (d) in dry state
the ultimate strain at failure for CSRE is as high as
1.5%, which is unusual for brittle materials. Authors: B. V. Venkatarama Reddy • P. Prasanna Kumar Link |
| 351. | 13-08-2010 | Syed Abu Sayeed Mohammed; Maya Naik.“Adsorption Characteristics of Metals in Aqueous Solution by Local Materials with Additives as Liners for Waste Containment Facilities”. Journal of Water and Environment Technology, Vol. 8, No.1, 2010 Authors: Syed Abu Sayeed Mohammed; Maya Naik. |
| 352. | 29-07-2010 | Structural Behaviour of Storey High Cement Stabilised Rammed Earth Walls under
Compression:
Journal of Materials in Civil Engg,ASCE
Abstract: Rammed earth wall is a monolithic construction and constructed by compacting
processed soil in progressive layers in a rigid formwork. There is a growing interest in using this
low embodied carbon building material for use in buildings. The paper deals with investigations
on the strength and structural behaviour of storey high cement stabilised rammed earth (CSRE)
walls. Review of literature on strength of CSRE is highlighted. Results of the compressive
strength of CSRE prisms, wallettes and storey high walls are discussed. The strength of the
storey high wall was compared with those of wallette and prism strengths. There is nearly 30%
reduction in strength as the height to thickness ratio increases from about 5 to 20. Ultimate
compressive strength of CSRE walls predicted using the tangent modulus theory is in close
agreement with the experimental values. The shear failures noticed in the storey high walls
resemble the shear failures of short height prism and wallette specimens. The paper ends with a
discussion on structural design and characteristic compressive strength of CSRE walls. Authors: B. V. Venkatarama Reddy and P. Prasanna Kumar Link |
| 353. | 10-06-2010 | Puvvadi Venkata Sivapullaiah1, Maya Nayak2, Ponnapureddy Hari Prasad Reddy3, Jangam
Sumalatha4 .Impact of Sulphate Counter Ion in the Migration of Sodium Ion through Soils.
Materials Sciences and Applications, 2010, 1, 46-52; June 2010 Authors: Puvvadi Venkata Sivapullaiah, Maya Nayak, Ponnapureddy Hari Prasad Reddy, Jangam Sumalatha |
| 354. | 08-06-2010 | Field studies on defluoridation using Magnesium oxide. Water management. Authors: Rao S.M, Mamatha, Asha.K, Link |
| 355. | 01-06-2010 | “Knowledge-based Model for Supplementary Irrigation Assessment in Agricultural Watersheds.” Journal of Irrigation and Drainage Engineering (ASCE), 136 (6), 376-382 Authors: Reshmidevi, T.V., Eldho, T.I., Jana, R. Link |
| 356. | 04-03-2010 | Highway Research Journal, IRC, vol 3, issue 1, pp 25-32 Authors: K Ganesh H S Jagadeesh Link |
| 357. | 18-02-2010 | “Effect of Fines on Dynamic Properties of Liquefaction Induced sandy Soils” International Journal of Earth Sciences and Engineering, Vol. 03, No.03SPL, pp.460-468. Authors: G.mahesh Kumar, S.V. Dinesh and Ravishankar B.V. |
| 358. | 01-01-2010 | Design of automatic immersion wheel tracking equipment to measure the rutting characteristics of bituminous mixes with plain and modified binders – By Ganesh, Dr. H.S. Jagadeesh & Dr. R. Sathyamurthy, BMSCE, Bangalore.
Highway Research Board of Journal of the Indian Roads Congress (IRC) Volume 3, No.1, January-June 2010, pp. 25-32.
Authors: Ganesh, Dr. H.S. Jagadeesh & Dr. R. Sathyamurthy Link |
| 359. | 08-12-2009 | Effect of Soaking on Rutting characteristics of bituminous concrete mix using modified binders” By Sri. Ganesh, Dr. H.S. Jagadeesh, Dr. R. Sathyamurthy, BMSCE, and Sri. Manoj Kumar ,
Highway Research Board of Journal of the Indian Roads Congress (IRC) Volume 2, No.2, July-December 2009, pp. 37-50.
Authors: Sri. Ganesh, Dr. H.S. Jagadeesh, Dr. R. Sathyamurthy Link |
| 360. | 10-11-2009 | Compressive strength and elastic properties of stabilised rammed earth and masonry
MASONRY INTERNATIONAL Journal of the British Masonry Society Vol 22, no 2 pp 39 - 46
Abstract:
Rammed earth is a monolithic solid wall formed by compacting processed soil in progressive layers. It is an energy efficient technique finding applications in load bearing walls. This paper presents the results of an experimental investigation dealing with compressive strength and elastic properties of cement stabilised rammed earth, and cement stabilised rammed earth brick (REB) masonry. Compressive strength and stress-strain characteristics of cement stabilised rammed earth in dry and saturated condition were evaluated and compared with the properties of REB masonry. Results indicate that the compressive strength of cement stabilised rammed earth and the stabilised REB masonry is sensitive to moisture content of the specimen at the time of testing. The wet strength is about 60% of dry strength. Rammed earth shows 20 - 30% higher compressive strength when compared to the strength of REB masonry. Rammed earth specimens show shear failure as apposed to vertical splitting cracks in masonry. Cement stabilised rammed earth shows large strain bearing capacity (1.5 - 2%) or ductile post peak response as compared with any of the brittle materials like burnt clay brick, concrete etc.
Authors: VENKATARAMA REDDY, B. V., PRASANNA KUMAR, P. Link |