# Published Date Details
341.18-02-2010“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.
342.01-01-2010Design 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
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343.08-12-2009Effect 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
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344.10-11-2009Compressive 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.
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345.13-10-2009Cement stabilised rammed earth. Part A: compaction characteristics and physical properties of compacted cement stabilised soils Materials and Structures,Elsevier Pub Abstract :Rammed earth is used for load bearing walls of buildings and there is growing interest in this low carbon building material. This paper is focused on understanding the compaction characteristics and physical properties of compacted cement stabilised soil mixtures and cement stabilised rammed earth (CSRE). This experimental study addresses (a) influence of soil composition, cement content, time lag on compaction characteristics of stabilised soils and CSRE and (b) effect of moulding water content and density on compressive strength and water absorption of compacted cement stabilised soil mixes. Salient conclusions of the study are (a) compaction characteristics of soils are not affected by the addition of cement, (b) there is 50% fall in strength of CSRE for 10 h time lag, (c) compressive strength of compacted cement stabilised soil increases with increase in density irrespective of moulding moisture content and cement content, and (d) compressive strength increases with the increase in moulding water content and compaction of CSRE on the wet side of OMC is beneficial in terms of strength.
Authors: B. V. Venkatarama Reddy • P. Prasanna Kumar
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346.04-10-2009Embodied energy in cement stabilised rammed earth walls Energy and Buildings,Elsevier Publishers A B S T R A C T: Rammed earth walls are low carbon emission and energy efficient alternatives to load bearing walls. Large numbers of rammed earth buildings have been constructed in the recent past across the globe. This paper is focused on embodied energy in cement stabilised rammed earth (CSRE) walls. Influence of soil grading, density and cement content on compaction energy input has been monitored. A comparison between energy content of cement and energy in transportation of materials, with that of the actual energy input during rammed earth compaction in the actual field conditions and the laboratory has been made. Major conclusions of the investigations are (a) compaction energy increases with increase in clay fraction of the soil mix and it is sensitive to density of the CSRE wall, (b) compaction energy varies between 0.033 MJ/m3 and 0.36 MJ/m3 for the range of densities and cement contents attempted, (c) energy expenditure in the compaction process is negligible when compared to energy content of the cement and (d) total embodied energy in CSRE walls increases linearly with the increase in cement content and is in the range of 0.4–0.5 GJ/m3 for cement content in the rage of 6–8%.
Authors: B.V. Venkatarama Reddy , P. Prasanna Kumar
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347.03-06-2009"Post liquefaction undrained monotonic behaviour of sands: Experiments and DEM simulations”, Geotechnique, Vol. 29 (9), pp.739-749.
Authors: Sitharam T. G., Vinod J. S. and Ravishankar B. V.
348.01-06-2009“A GIS-integrated fuzzy rule-based inference system for land suitability evaluation in agricultural watersheds.” Agricultural Systems (Elsevier Pub.), 101(1-2), 101-109.
Authors: Reshmidevi, T.V., Eldho, T.I., Jana, R.
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349.10-04-2009Syed Abu Syed Mohamed, Maya Naik, Syed tanveeruddin “Influence of additives on the retention of metal ions in a soil of Bangalore” India. Revista Ambi-Agua –An interdisciplinary journal of applied science, university of Taubate, Brazil, volume 4 no -1, p 20-36, April 2009.
Authors: Syed Abu Syed Mohamed, Maya Naik, Syed tanveeruddin
350.04-02-2009Indian Roads Congress, vol2, issue3, pp.37-50, ISSN 0376-7256
Authors: K Ganesh H S Jagadeesh
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351.02-02-2009x. “Vertical Electrical Sounding Studies and Groundwater Occurrences in Gokak Taluk, Belgaum District, Karnataka” – Geo-..Environment Challenges Ahead, McMillan Publisher India Pvt. Ltd., year 2009, Page 89-95.
Authors: HYROGEOLOGY Krishnappa R .Olekar and S.C.Puranik others
352.04-12-2008Syed Abu Syed Mohamed, Maya Naik, Syed tanveeruddin, zulfiqar ahamed Mohammed Najeer “Studies on contaminant transport at an industrial waste dumpsite of Bangalore”, India. Revista Ambi-Agua –An interdisciplinary journal of applied science, university of Taubate, Brazil, Volume- 3, no 4,p 55-66 ,December 2008
Authors: Syed Abu Syed Mohamed, Maya Naik, Syed tanveeruddin, zulfiqar ahamed Mohammed Najeer
353.07-05-2008 B.V. Kiran Kumar, Dr.H.S. Jagadeesh, Dr.R. Sathyamurthy and Dr.Sunil Bose. “Evaluation of Roller Compactor an Alternative Compactor for Bituminous Mix Design.” International Journal of Pavement Engineering Asphalt Technology (PEAT) Volume-9 Issue-1 May 2008 PP No. 19-36.
Authors: B.V. Kiran Kumar, Dr.H.S. Jagadees
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354.01-04-2008“Geo-spatial Estimation of Water Availability in Rain-fed Paddy Fields Using SCS-CN-Based Model” Agricultural Water Management (Elsevier Pub.), 95(4), 447-457.
Authors: Reshmidevi, T.V., Jana, R., Eldho, T.I.
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355.05-12-2007B.V. Kiran Kumar, Dr.H.S. Jagadeesh, Dr.R. Sathyamurthy and Dr. Sunil Bose. “Laboratory Evaluation of TBM Super A Crumb Rubber Modified Bitumen and Waste Plastics Modified Bitumen Using Superpave Methodology For Indian Conditions.” International Journal of Pavement Engineering Asphalt Technology (PEAT) Volume-8 Issue-2 December 2007, PP No. 7-22
Authors: B.V. Kiran Kumar, Dr.H.S. Jagadeesh, Dr.R. Sathyamurthy and Dr. Sunil Bose
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356.01-06-2007“An Enhanced Technique in Construction of the Drainage Network from Low Resolution Spatial Database” Computers and Geosciences (Elsevier Pub.), 33 (6), 717-727.
Authors: Jana, R., Reshmidevi, T.V., Arun, P.S., Eldho, T.I.
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357.03-06-2003 Bond strength characteristics of high strength alkali activated slag concrete mixes, Materials Today: Proceedings, Elsevier
Authors: R Manjunath, Mattur C Narasimhan, Gundupalli Bhanu Prakash, M Saipuspharaj
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