Relevant bibliographies by topics / Rapid chloride permeation test

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Rapid chloride permeation test'

Author: Grafiati
Published: 3 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Rapid chloride permeation test"

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Dobias, Daniel, Milan Kouril, Radka Novakova, Petr Pokorný, and Radka Pernicova. "Measurement of Chloride Permeability in UHPC by Accelerated Method." Solid State Phenomena 259 (May 2017): 80–84. http://dx.doi.org/10.4028/www.scientific.net/ssp.259.80.

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The chloride permeability of concrete (UHPC) was evaluated by means of the Rapid chloride permeation test and and standard difusion test. The tests are different in the voltage applied for accelerating the transport through the concrete specimen. The permeability strongly depends on quality and curing time of the concrete.
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Ge, Yong, Jie Fan, Jie Yuan, Wen Cui Yang, Bao Sheng Zhang, and Ji Shou Yu. "Relation of Permeability by High Hydraulic Method and Chloride Ion Diffusion Coefficient of Concrete." Key Engineering Materials 405-406 (January 2009): 303–8. http://dx.doi.org/10.4028/www.scientific.net/kem.405-406.303.

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Permeation length, permeation coefficient of water permeated into concrete and chloride ion diffusion coefficient of C30, C45 and C60 concrete were studied by high hydraulic method (0.5MPa~25MPa) and quick method of testing chloride ion diffusion respectively, and relationship of concrete permeability tested by two methods was analyzed too. High hydraulic method can distinguish permeability of concrete with different strength or air content and it is a quick and effective method to fast test and evaluating permeability of concrete. The results showed that high hydraulic method is applicable fo
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Singh, Navdeep, Anjani Bhardwaj, and Shehnazdeep. "Permeation Behaviour of Coal Bottom Ash Concretes." Journal of Solid Waste Technology and Management 48, no. 3 (2022): 353–61. http://dx.doi.org/10.5276/jswtm/2022.353.

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Low volume Coal Bottom Ash (CBA) was introduced as a substitute for Portland Cement (PC) and Fine Natural Aggregates (FNA) in concretes that were tested for permeation performance. Carbonation and chloride resistance was measured through accelerated carbonation tests and rapid chloride tests respectively while water penetration was evaluated through capillary water absorption tests for the aforesaid concretes. This paper particularly investigates the effectiveness of CBA in regard of permeation behaviour in concrete. The experimental investigation inferred that as level of CBA increases, the r
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Sundararajan, T., Eiji Akiyama, and Kaneaki Tsuzaki. "Acetate and Chloride Effects on Hydrogen Production across Crevices." Materials Science Forum 512 (April 2006): 97–102. http://dx.doi.org/10.4028/www.scientific.net/msf.512.97.

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Crevice corrosion experiments on pure iron were carried out in a 0.5 M acetate buffer with varied chloride concentrations. Changes in resultant currents and morphology due to crevice attack were explained by IR potential drop mechanisms. The specimens experienced potential drop inside the crevice, which resulted in the formation of passive, active, and hydrogen evolution regions. The passive region did not exist in the electrolyte containing 0.05 M and 0.5 M chloride. Hydrogen evolution, which occurred inside the crevice was measured on rear side of the specimen using hydrogen permeation test.
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Claisse, Peter A., Hanaa I. Elsayad, and Esmaiel Ganjian. "Modelling the rapid chloride permeability test." Cement and Concrete Research 40, no. 3 (2010): 405–9. http://dx.doi.org/10.1016/j.cemconres.2009.10.004.

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Bentz, Dale P. "A virtual rapid chloride permeability test." Cement and Concrete Composites 29, no. 10 (2007): 723–31. http://dx.doi.org/10.1016/j.cemconcomp.2007.06.006.

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Li, Xiao Ke, Shan Zhao, Li Sun, and Shun Bo Zhao. "Impermeability of Wet-Sieving Fine Aggregate Concrete Made from Ordinary Concrete." Advanced Materials Research 201-203 (February 2011): 2883–86. http://dx.doi.org/10.4028/www.scientific.net/amr.201-203.2883.

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The research is part of wet-sieving concrete technique for building thermal insulated reinforced concrete composite wall. The fine aggregate concrete is made from ordinary concrete passing sieve with square mash of 15 mm for casting surface concrete layer of the wall, the recomposed concrete is made of residual concrete stayed on sieve and ordinary concrete for casting reinforced concrete structural wall. The impermeability of fine aggregate concrete and recomposed concrete are measured by water permeation method and chloride-ion permeation method, the relative permeability and chloride-ion di
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Franciolini, F., and W. Nonner. "Anion-cation interactions in the pore of neuronal background chloride channels." Journal of General Physiology 104, no. 4 (1994): 711–23. http://dx.doi.org/10.1085/jgp.104.4.711.

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Background Cl channels in neurons and skeletal muscle are significantly permeable for alkali cations when tested with asymmetrical concentrations of the same salt. Both anion and cation permeation were proposed to require binding of an alkali cation with the pore (Franciolini, F., and W. Nonner. 1987. Journal of General Physiology. 90:453-478). We tested this hypothesis by bilaterally substituting large alkali cations for Na and found no significant changes of unitary conductance at 300 mM symmetrical concentrations. In addition, all organic cations examined were permeant in a salt gradient te
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Tak, Deepika, Rimpy, Tarun Kumar, and Munish Ahuja. "Optimization of the Interaction between Diclofenac and Ibuprofen with Benzalkonium Chloride to Prepare Ocular Nanosuspension." Recent Patents on Drug Delivery & Formulation 13, no. 4 (2020): 301–9. http://dx.doi.org/10.2174/1872211314666191218105826.

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Background: Non-steroidal anti-inflammatory drugs are most commonly used in the management of ocular inflammations. These drugs have poorly aqueous solubility and weakly acidic nature. They interact with cationic quaternary ammonium compound benzalkonium chloride, used as a preservative in ophthalmic formulations, to form insoluble complexes. To overcome this incompatibility solubilizers like polysorbate 80, lysine salts, tocopheryl polyethylene glycol succinate etc. are used which are quite irritating and affect the corneal integrity. Objective: The objective of the present study is to formul
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Pfeifer, Donald W., David B. McDonald, and Paul D. Krauss. "The Rapid Chloride Permeability Test and Its Correlation to the 90-Day Chloride Ponding Test." PCI Journal 39, no. 1 (1994): 38–47. http://dx.doi.org/10.15554/pcij.01011994.38.47.

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Dissertations / Theses on the topic "Rapid chloride permeation test"

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Abu, Hassan Zahiruddin Fitri. "Rapid assessment of the potential chloride resistance of structural concrete." Thesis, University of Dundee, 2012. https://discovery.dundee.ac.uk/en/studentTheses/ea1c5c38-7ef6-454c-882e-f085a3522fb1.

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This present study benchmarked the chloride resistance of concretes mixes at the limit state of BS 8500-1:2006 using the newly published CEN TS12390-11. Of the three allowed methodologies, the immersion test was carried out. At least two water-cement ratios were produced for each mix design to enable normalisation of the results. The performance of concrete was compared on the basis of equal compressive strength, i.e. 40 and 50 N/mm2 and an equal water-cement ratio of 0.45. In addition to the CEN TS 12390-11:2010, rapid test methods NT Build 492 and a steady-state migration test UNE 83987:2009
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Streicher, Pieter Emilius. "The development of a rapid chloride test for concrete and its use in engineering practice." Doctoral thesis, University of Cape Town, 1997. http://hdl.handle.net/11427/21765.

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The test is of low cost, has a sound theoretical basis, and as far as can be ascertained, is the most rapid of all chloride tests developed to date. Due to the short test duration, it is possible to test concretes cured for very short periods. Samples can also be left immersed in chloride solution and re-tested at later ages to study time-dependent phenomena such as chloride binding. The chloride conductivity test involves the standardisation of the concrete pore solution by vacuum-saturating a concrete sample with a 5 M NaCl solution. A single conductivity measurement of the sample is then pe
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Yasarer, Hakan I. "Characterizing the permeability of concrete mixes used in transportation applications: a neuronet approach." Thesis, Kansas State University, 2010. http://hdl.handle.net/2097/4314.

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Master of Science<br>Department of Civil Engineering<br>Yacoub M. Najjar<br>Reliable and economical design of Portland Cement Concrete (PCC) pavement structural systems relies on various factors, among which is the proper characterization of the expected permeability response of the concrete mixes. Permeability is a highly important factor which strongly relates the durability of concrete structures and pavement systems to changing environmental conditions. One of the most common environmental attacks which cause the deterioration of concrete structures is the corrosion of reinforcing steel du
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Tsai, Min-Ting, and 蔡旻廷. "Using Seepage Pressure Test to Evaluate the Chloride Ion Permeation Behavior in Concrete." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/46382978649884635085.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>102<br>In the ponding test for concrete durability experiment, chloride ions are allowed to diffuse into concrete, with which concrete durability is assessed. One drawback of the test is that it takes pretty long time. This can be improved by application of electric field that accelerate chloride permeation into concrete. In this study, external pressure was applied to speed up chloride permeation to shorten the test time. This study applied pressure to accelerate chlorides permeation－ concrete with chlorides seepage got evaluated by a series of layers, each was in
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Lin, Chich-Wei, and 林致緯. "Using Salt Ponding Test and Rapid Chloride Permeability Test to Eva;uate the Chloride Ion Diffusion Behavior in Concrete." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/58758660511092313438.

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碩士<br>國立臺灣海洋大學<br>材料工程研究所<br>94<br>Abstract In this study, it is understanding of the relationship between 90-day Salt Ponding test and Rapid Chloride Permeability Test（RCPT） to evaluate the chloride ion diffusion behavior at curing age (28、91) in concrete . The plain cement concrete is which containing different type of mineral admixtures（fly ash, slag+ fly ash and slag replacement for 20％, 30％ and 40％ by weight of the total cementitious content）. Each mix has a constant aggregate and the w/b ratio is 0.35, 0.45 ,0.55 , and 0.65. Recently, many researchers have showed that it was not suitabl
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Wang, Bo-Jun, and 王柏鈞. "Durability Evaluation of Slag Concrete by Using Rapid Chloride Permeability Test." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/3j9bt4.

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碩士<br>國立臺灣海洋大學<br>材料工程研究所<br>102<br>For environmental protection, the fly ash and slag were used in concrete from Steel-making and Iron-smelting generally. To add the mineral admixture in concrete, it was positive effect on the durability of concrete. Because C-S-H gel and C-A-H hydrates would be produced by concrete hydration processing that would be filled in internal voids and making concrete was more compacted. In this study, due to external electrical field test, hydroxide ions are consumed during the hydration process, it obtained the lower total charge and overestimate concrete durabili
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Wang, Hsuan-Feng, and 王暄豐. "Investigation of fly ash / slag concrete durability using rapid chloride permeability test." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/27254160790006597213.

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碩士<br>國立臺灣海洋大學<br>材料工程研究所<br>92<br>Abstract In this study is to investigate the effect of fly ash and slag on durability of concrete. The water to binder ratios are 0.35, 0.45, 0.55 and 0.65, fly ash replacement with 0%, 15%, 35% and 45%, and slag replacement with 0%, 35%, 45% and 55%. Rapid chloride penetration test, and compressive strength test were performed. Testing results show that the compressive strength of fly ash replacement and slag replacement lower than 35% will be increase 10% with water to binder ratios 0.35, 0.45. The compressive strength of fly ash replacement and slag repla
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王駿紳. "Rapid Assessment of Chloride Ion Diffusion Behavior in Mortar Using Salt Ponding Test." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/83650167360131115660.

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碩士<br>國立臺灣海洋大學<br>材料工程研究所<br>100<br>In this study, in order to develop and estimate rapid the cementitious materials and chloride diffusion coefficient, a rapid method to analyze the chloride diffusion coefficient was developed by using the total amount of chloride ion and chloride ion content on the surface layer. Comparing the Ponding test and colorimetric test, durability of cementitious material was obtained from the chloride diffusion coefficient. For compressive strength, the volume fraction of fine aggregate increased with increasing of compressive strength, except to 50% of volume fr
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Fu, Chuan-Gang, and 傅傳罡. "Study for Durability Evalution of Fly Ash Concrete by Using Rapid Chloride Penetration Test." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/41191675279931884053.

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碩士<br>國立臺灣海洋大學<br>材料工程研究所<br>101<br>The RCPT(Rapid chloride permeability test) usually used to estimate the concrete's durability.If we use fly ash to replace cement mix with concrete,the total electricity will drop significantly in RCPT. The reason result in this situation is the fly ash's granular structure is smaller than cement,it will change the structure in concrete and consume the Hydroxide ions in concrete simultaneously.In this study,we want to use the difference between fly ash group's and control group's Comprehensive test results to design the way of adjusting electricity.There are
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Chiang, Shih-Che, and 江世哲. "The Rapid Methods for Determination of the Steady State and the Non-steady State Chloride Migration Coefficients in Cement-based Materials using Accelerated Chloride Migration Test." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/32390695234439254815.

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博士<br>國立臺灣海洋大學<br>材料工程研究所<br>97<br>The chloride migration test applied with electrical field has been widely used in recent year to evaluate the chloride permeability of concrete. However, the heavy amount of samples and chloride analysis are considered as time-consuming and expensive. This article presents two simplified test procedures for measuring the steady state chloride migration coefficient and the non-steady state chloride migration coefficient in cement-based materials using the accelerated chloride migration test (ACMT). Sixteen mixes of concrete were used and tested at three curing
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Book chapters on the topic "Rapid chloride permeation test"

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Drenkard, Hannah, and Christian Fischer. "Use of Electrolytic Resistivity and the Measurement of Charge as Test Methods for Chloride Resistance of Concrete—Correlations with the Rapid Chloride Migration Test." In RILEM Bookseries. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-75507-1_43.

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Almarshoud, M., J. L. Saint Rome, and K. A. Riding. "Use of R3 Rapid Screening Test to Determine Reactivity and Chloride Binding Potential of Locally Available Kaolinite Clay." In RILEM Bookseries. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1207-9_3.

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Gopu, Ganesh Naidu, and A. Sofi. "Evaluation of Rapid Chloride Permeability Test on Concrete Containing Steel, E-Waste Copper Wire and E-Glass Fibres." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9162-4_15.

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Vasudevan, Gunalaan, Shantha Kumari Muniyandi, Gunavathy Kanniyapan, and Lim Eng Hock. "Durability Assessment of the Concrete Mixtures Incorporated with Silica Fume, Ground Granulated Blast-Furnace Slag, and Glass Powder Through Rapid Chloride Permeability Test and Sorptivity." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-1627-5_17.

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Hale, M., B. W. Russell, and T. D. Bush. "AN ASSESSMENT OF THE RAPID CHLORIDE ION PENETRABILITY TEST." In Challenges of Concrete Construction: Volume 6, Concrete for Extreme Conditions. Thomas Telford Publishing, 2002. http://dx.doi.org/10.1680/cfec.31784.0043.

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"Developing a modified rapid chloride permeability test for mortar concrete." In Concrete Repair, Rehabilitation and Retrofitting III. CRC Press, 2012. http://dx.doi.org/10.1201/b12750-46.

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Šavija, B., M. Luković, and Erik Schlangen. "Modeling the rapid chloride migration test for concrete using the lattice model and characteristic Galerkin approach." In Computational Modelling of Concrete Structures. CRC Press, 2014. http://dx.doi.org/10.1201/b16645-71.

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Liu, Shiming, Qunli Zhang, Peng Wang, et al. "Enhance SIL Simulation Through Driver Behaviour Modeling at Unprotected Left-Turn Scenario for Autonomous Driving SOTIF Analysis." In Advances in Transdisciplinary Engineering. IOS Press, 2024. http://dx.doi.org/10.3233/atde240032.

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As the rapid advancement of artificial intelligence (AI), information and communication technologies, autonomous driving system (ADS) has increased permeation into the traditional automotive industry in recent years. To reduce the Safety of the Intended Functionality (SOTIF) risk of autonomous driving system hence improving its dependability, SIL simulations are extensively exploited as virtual mileage test in compensation of the prohibitively expensive and inefficient road test. In SIL simulation, unprotect left-turn is an intricate traffic scenario to be reproduced due to the intensive inter
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Panesar Daman and Aqel Mohammad. "Properties of self-consolidating concrete containing limestone filler." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-772.

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Fillers such as limestone filler (LF) can be used to replace the cement and thus reduce the cement content in concrete. However, in applications where early age strength is critical such as precast and prestressed applications increased amount of fillers could cause a challenge due to dilution effect. This paper investigates the influence of LF on early age hydration and strength of steam cured SCC made with CSA general use cement (type GU) and high early strength cement (type HE). The reactivity of LF was also evaluated using thermal analysis. Durability tests including rapid chloride permeab
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Alswaidani Aref Mohammad and Aliyan Samira Dib. "Durability of mortars and concretes containing scoria-based blended cements." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-835.

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A lot of reinforced concrete (RC) structures in Syria went out of service after a few years of construction. This was mainly due to reinforcement corrosion or chemical attack on concrete. The use of blended cements is growing rapidly in the construction industry due to economical, ecological and technical benefits. Syria is relatively rich in scoria. In this study, mortar/concrete specimens were produced with seven types of cement: one plain Portland cement (control) and six blended cements with replacement levels ranging from 10 to 35%. Rapid chloride penetration test (RCPT) was carried out a
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Conference papers on the topic "Rapid chloride permeation test"

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Arup, Hans, Birgit Sørensen, Jens Frederiksen, and Niels Thaulow. "The Rapid Chloride Permeation Test - An Assessment." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93334.

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Abstract Information equivalent to that obtained by the AASHTO-test or Rapid Chloride Permeation Test can be obtained in seconds (rather than hours) by a much simpler and non-destructive measurement of the sample’s electrical resistivity. The technique of taking resistivity measurements is described, and the correlation between resistivity and diffusion resistance is discussed and illustrated with experimental results.
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Christensen, Curt, and R. T. Hill. "Full Scale Test Hydrogen Permeation Measurement and Ultrasonic Imaging of Hydrogen Induced Cracking in Line Pipe Steels." In CORROSION 1985. NACE International, 1985. https://doi.org/10.5006/c1985-85236.

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Abstract Experiments using a hydrogen pressure sleeve and sealed devanathan cells have indicated that the external environment can have a significant effect on hydrogen permeation. Tests were conducted on 250 mm diameter 8 mm wall thickness API 5LX 52 seamless pipe and 507 mm diameter x 12.7 mm wall thickness API 5LX 60 SAW pipe using a 5% sodium chloride -. 5% acetic acid solution saturated with hydrogen at 0.01 bar overpressure. The internal pressures in the test pipes were 40 bar and 185 bars, respectively. In addition to the permeation measurements, hydrogen induced cracking was monitored
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Chambers, B. D., and S. R. Taylor. "Multiple Electrode Methods to Massively Parallel Test Corrosion Inhibitors for AA2024-T3." In CORROSION 2006. NACE International, 2006. https://doi.org/10.5006/c2006-06678.

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Abstract New corrosion inhibitors to replace chromate must be discovered and characterized via experimentation. One approach to accelerate the discovery and characterization process of experimentally determined products is through the use of high throughput screening (HTS) methods. This paper presents three methods for the rapid screening of potential corrosion inhibitors and identification of their synergistic combinations for aluminum alloy 2024-T3 (AA2024-T3). Inhibition characteristics of up to 96 separate chemistries could be assessed simultaneously within hours using polarization methods
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Seeger, D. M., and Th Boellinghaus. "Hydrogen Permeation in Supermartensitic Stainless Steels Exposed to Realistic Formation Water Compositions." In CORROSION 2003. NACE International, 2003. https://doi.org/10.5006/c2003-03098.

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Abstract In the offshore technology, welded supermartensitic stainless steel flowlines are experiencing first applications in practice. Supermartensitic stainless steels will increasingly replace higher alloyed materials following the principle fitness for purpose by adjusting the alloying composition to the respective sour service conditions. For this, quite extensive test programs have been performed usually relying on small scaled standard tests. However, basic tests elucidating the hydrogen transport phenomena in such materials have less frequently been performed and have so far been conce
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Andrade, C., M. A. Sanjuán, and C. Alonso. "Measurement of Chloride Diffusion Coefficient from Migration Tests." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93319.

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Abstract A critical review is offered on the Rapid Chloride Permeability Test standarized by AASHTO, pointing out its limitations and errors but recognizing its contribution to the developing of a simple and quick test for chloride migration. Then another review is made on the electrochemical fundaments of the processes developped in concrete when an electrical field is applied and on the basic equations of mass transport (Nernst-Plank and Nernst-Einstein) which can be applied to calculate ionic movements. The limitations and assumptions needed for a simplified resolution of these equations, a
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Baron, John J., Karol E. Szklant, and Leslie C. Macleod. "Preliminary Results from an Automated Procedure for Explosive Decompression Evaluation of Elastomers." In CORROSION 1997. NACE International, 1997. https://doi.org/10.5006/c1997-97081.

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Abstract An automated apparatus and test procedure was developed to test elastomers for explosive decompression(ED) resistance. The apparatus utilizes a cyclic gas pressurization followed by rapid decompression. The test continues until the one of two elastomeric O-rings in die apparatus fails and pressure is transmitted, automatically shutting down the Est. A study was done to determine optimum gas soak period and to screen some common O-ring materials. Preliminary results show different gas permeation rates for different materials. The validity of the test technique to screen elastomers for
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Andrade, C., C. Alonso, M. Acha, and M. Castellote. "Experimental Comparison between Chloride Diffusion and Migration Tests in Steady-State Condition." In CORROSION 1996. NACE International, 1996. https://doi.org/10.5006/c1996-96332.

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Abstract Previous papers have been published with theoretical attempts to improve the so called "Rapid Chloride Permeability Test" and how to convert it to a reliable method for calculating chloride diffusion coefficients. The approach was based on considering the fundamentals of electrochemistry for ionic transport in electrolytes by the use of Nernst-Plank and Nernst-Einstein equations. In the present paper experimental details are given in order to compare natural diffusion and migration tests. The results indicate reasonable agreement between both test types and the soundness of the simpli
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Kessler, R. J., R. G. Powers, and M. A. Paredes. "Resistivity Measurements of Water Saturated Concrete as an Indicator of Permeability." In CORROSION 2005. NACE International, 2005. https://doi.org/10.5006/c2005-05261.

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Abstract The chloride penetration resistance of concrete is of major importance because of the role chlorides play in the corrosion process of steel reinforced structures. The present methods used to characterize the chloride penetration resistance are expensive and time consuming thereby limiting their use as a routine quality control tool. There is a need for a non-destructive test method that can serve as an indicator of permeability. The use of electrical resistivity was investigated by comparing the results obtained with those of the Rapid Chloride Permeability (RCP) test (ASTM C1202, ASH
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Shimizu, M., M. Iino, M. Kimura, H. Nakate, and K. Ume. "Hydrogen Entry and Blister Crack Formation in Linepipes under High Pressure and Dynamic Sour Gas Bearing Environments." In CORROSION 1987. NACE International, 1987. https://doi.org/10.5006/c1987-87045.

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Abstract Simulated dynamic high pressure sour gas transmission pipe tests were conducted using 20" (508 mm) diameter API grade X42 to X65 linepipes with various Hydrogen Induced Cracking (HIC) susceptibilities. The purpose of the tests was to assess the actual severity of sour gas pipeline environments and to establish a rational test method for evaluation of HIC resistance of linepipe steels. Hydrogen permeation rate was monitored by means of newly developed electrochemical cells during the tests, and HIC crack area ratio of the test pipes was measured by ultrasonic testing (UST) after the lo
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Wolodko, John, Randy Petersen, Rob Cox, and Jack Taylor. "Full-Scale Testing of Grooved Polymer Liners for Downhole Applications." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04358.

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Abstract Corrosion control in downhole casing and tubing is a major concern for operators using carbon dioxide (CO2) in enhanced oil recovery schemes. A potential life-cycle cost advantage can be realized by utilizing polymeric liners in these applications. Conventional liners, however, have been shown to be problematic due to their propensity to collapse when the bore is rapidly de-pressurized. A novel solution to this problem has been the development of a grooved liner system. Grooved liners facilitate the venting of gases which permeate through the liner wall, thereby reducing the chance of
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