Open Journal of Civil Engineering

Open Journal of Civil Engineering

ISSN Print: 2164-3164
ISSN Online: 2164-3172
www.scirp.org/journal/ojce
E-mail: ojce@scirp.org
"Approach to Determine Corrosion Propensity in Post-Tensioned Tendons with Deficient Grout"
written by Juan Carlos Rafols, Kingsley Lau, Ivan Lasa, Mario Paredes, Adel ElSafty,
published by Open Journal of Civil Engineering, Vol.3 No.3, 2013
has been cited by the following article(s):
  • Google Scholar
  • CrossRef
[1] Review of Electrochemical Testing to Assess Corrosion of Post-Tensioned Tendons with Segregated Grout
Construction Materials, 2022
[2] Accelerated Corrosion Testing of Grouts for PT Steel Strand
2021
[3] Development of Standard Methodology to Measure Sulfate Ions in Post-Tensioned Grouts
2021
[4] Moisture and ion mobilization and stratification in post-tensioned (PT) grout during hydration
Case Studies in Construction Materials, 2021
[5] Evaluation of Corrosion Inhibiting Materials Applied by Impregnation (Pressure Injection) Methods to Prevent Corrosion of Post-Tensioned Tendons
2020
[6] Evaluation of Techniques to Remove Defective Grout from Post-Tensioning Tendons
2020
[7] Mechanism of Corrosion Mitigation of Post-Tensioned Tendons by Impregnation
2019
[8] Effect of grout conditions and tendon location on corrosion pattern in PS tendon in grout
Construction and Building Materials, 2018
[9] Evaluation of Shelf Life in Post-Tensioning Grouts
2018
[10] Impedance-Based Detection of Corrosion in Post-Tensioned Cables: Phase 2 from Concept to Application
2017
[11] ANALYSIS OF ASTM A416 TENDON STEEL CORROSION IN ALKALINE SIMULATED PORE SOLUTIONS
2016
[12] Feasibility of Cathodic Protection in Grouted Post Tensioned Tendons-Exploratory Model Calculations.
2016
[13] Impedance Analysis of ASTM A416 Tendon Steel Corrosion in Alkaline Simulated Pore Solutions
Corrosion Science, 2015
[14] Feasibility of Cathodic Protection in Grouted Post Tensioned Tendons-Exploratory Model Calculations
2015
Free SCIRP Newsletters
Copyright © 2006-2024 Scientific Research Publishing Inc. All Rights Reserved.
Top