Search Results - "Ramesh Babu, T.S."

Experimental study of geopolymer concrete with recycled fine aggregates and alkali activators by Anitha, M., Garg, Anshul, Ramesh Babu, T.S.

“…In the atmosphere, greenhouse gas concentration has rapidly increased due to anthropogenic activities which cause global warming. However, the existing…”
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A experimental study of natural admixture effect on conventional concrete and high volume class F flyash blended concrete by Babu, T.S. Ramesh, Neeraja, D.

“…[Display omitted] •Broiler hen egg used as natural admixture (NAD) in concrete.•Lyophilization of egg is carried out for chemical analysis.•Effect of NAD on…”
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Prediction of mechanical properties of concrete blended with marble stone powder by artificial neural network by Ramesh Babu, T.S., Thangamani, K., Kishore, Mendu Jugal, Guru Jawahar, J., Pavan Kumar, D., Garigipati, Satish, Maksudovna, Khristina

“…The current research work is mainly concentrated on the mechanical properties concrete blended with marble stone power resulted from waste sludge marble…”
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Durability properties of rubber aggregates based geopolymer concrete- a review by Yeluri, Sesha Choudary, Singh, Karan, Ramesh Babu, T.S., Garikapati, Deepthi

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Investigation of fiber reinforced concrete – Energy absorption capacity with steel and polymeric fibers by Ekta, Kumar, Raghavendra, Ramesh Babu, T.S., Venkatesan, G., Padhi, S.N., Lukesh Parida, Joshuva, Ranjith Kumar, V.

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Investigation of torsional effect of UHPFR concrete hollow beams by Alan, S., Anil Kumar, Maddali, Ramesh Babu, T.S., Madhan, P., Venkatraman, R., SrinivasPrabhu, R.

“…A significant handful of hollow ultra-high-performance fiber-reinforced (UHPFR) concrete beams have been tested for torsional strength. Various cross sections,…”
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Influence of boron carbide and calcium carbonate on static and dynamic properties of concrete by Ramesh Babu, T.S., Saisandeep, Banda, Sakthi, S., Vinay Babu, S., Sheela, V., Thakur, Lalit S

“…Static and dynamic characteristics of 3 sort of nano-concrete, 2.0 % nano-B4C, 2.0 % nano-CaCO3, and 2.0 % nano-B4C –1.0 % nano-CaCO3 co-doped concretes, were…”
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