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    Chloride-Induced Corrosion of Steel in Cracked OPC and PPC Concretes: Experimental Study 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    Author(s): Bhaskar Sangoju; Ravindra Gettu; B. H. Bharatkumar; M. Neelamegam
    Publisher: American Society of Civil Engineers
    Abstract: The corrosion behavior of steel in cracked ordinary portland cement (OPC) and portland pozzolana cement (PPC) concretes when exposed to a chloride-rich environment is presented here. Three water-to-cement (
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    Durability Performance Criteria for Precast RC Box Units and Repair Measures Based on Nondestructive Testing and Evaluation 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 006:;page 04021075-1
    Author(s): Bhaskar Sangoju; A. Kanchanadevi; K. Sivasubramanian; K. Ramanjaneyulu
    Publisher: ASCE
    Abstract: This paper presents the durability performance criteria for precast reinforced concrete (RC) box units for long-term durability against corrosion deterioration. This paper also presents the condition evaluation of precast ...
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    Use of Portland Pozzolana Cement to Enhance the Service Life of Reinforced Concrete Exposed to Chloride Attack 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    Author(s): Bhaskar Sangoju; Radhakrishna G. Pillai; Ravindra Gettu; B. H. Bharatkumar; Nagesh R. Iyer
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the improvement expected in the service life of reinforced concrete (RC) structural elements subjected to chloride-rich environments through the use of blended cement. Comparisons are made between ...
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