R
Radhakrishna G. Pillai
Researcher at Indian Institute of Technology Madras
Publications - 65
Citations - 1169
Radhakrishna G. Pillai is an academic researcher from Indian Institute of Technology Madras. The author has contributed to research in topics: Corrosion & Cementitious. The author has an hindex of 13, co-authored 58 publications receiving 688 citations. Previous affiliations of Radhakrishna G. Pillai include Texas A&M University & Indian Institutes of Technology.
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Mechanical properties and durability performance of concretes with Limestone Calcined Clay Cement (LC3)
TL;DR: In this paper, the potential of Limestone Calcined Clay Cement (LC3) for use in structural concrete in comparison with Ordinary Portland Cement and fly ash based blended cement (FA30) was described.
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Service life and life cycle assessment of reinforced concrete systems with limestone calcined clay cement (LC3)
Radhakrishna G. Pillai,Ravindra Gettu,Manu Santhanam,Sripriya Rengaraju,Yuvaraj Dhandapani,Sundar Rathnarajan,Anusha S. Basavaraj +6 more
TL;DR: In this article, the authors presented data on the chloride diffusion coefficient (Dcl), ageing coefficient (m) and chloride threshold (Clth) related to seven concrete mixes (four M35 and three M50) with OPC, OPC+PFA (pulverised fuel ash) and limestone-calcined clay cement (LC3).
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The effect of the steel–concrete interface on chloride-induced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI
Ueli Angst,Mette Rica Geiker,Maria Cruz Alonso,Rob B. Polder,Burkan Isgor,Bernhard Elsener,Hong S. Wong,Alexander Michel,Karla Hornbostel,Christoph Gehlen,Raoul François,M. Sánchez,Maria Criado,Maria Criado,Henrik E. Sørensen,Carolyn M. Hansson,Radhakrishna G. Pillai,Shishir Mundra,J. Gulikers,Michael Raupach,José F. Pacheco,Alberto A. Sagüés +21 more
TL;DR: In this paper, the effect of various steel-concrete interface (SCI) characteristics on the susceptibility of reinforced concrete to corrosion was investigated and the authors found that the different SCI characteristics have received highly unbalanced research attention.
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Accelerated Chloride Threshold Testing: Part I-ASTM A 615 and A 706 Reinforcement
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Surface condition effects on critical chloride threshold of steel reinforcement
TL;DR: In this article, the critical chloride threshold values of five uncoated steel reinforcement types (ASTM A 706, ASTM A 615, microcomposite, stainless steel 304, and stainless steel [SS] 316LN) with as-received and polished surface conditions were quantitatively determined using the accelerated chloride threshold test procedure.