Log in

Relevant bibliographies by topics / Rapid chloride permeation test / Journal articles

To see the other types of publications on this topic, follow the link: Rapid chloride permeation test.

Journal articles on the topic 'Rapid chloride permeation test'

Author: Grafiati

Published: 3 June 2025

Last updated: 1 August 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Rapid chloride permeation test.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

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.

Full text

Abstract:

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.

APA, Harvard, Vancouver, ISO, and other styles

2

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

3

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

4

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.

Full text

Abstract:

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.

APA, Harvard, Vancouver, ISO, and other styles

5

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.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

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.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

8

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

9

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

10

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.

Full text

APA, Harvard, Vancouver, ISO, and other styles

11

Weyers, RE, M. Brown, IL Al-Qadi, and M. Henry. "A Rapid Method for Measuring the Acid-Soluble Chloride Content of Powdered Concrete Samples." Cement, Concrete, and Aggregates 15, no. 1 (1993): 3–13. http://dx.doi.org/10.1520/cca10582j.

Full text

Abstract:

Abstract A rapid alternative method has been developed to the standard ASTM and AASHTO test methods for determining the acid-soluble chloride content of concrete. The method uses an acidic solution containing a deforming agent to digest the collected powdered chloride samples. A stabilizing solution is used in place of a temperature correction factor for the direct read of the solution's chloride concentration with a specific ion electrode. Concrete samples from precontaminated specimens cast in the laboratory and powdered samples collected from concrete bridges in Virginia, Pennsylvania, Wisc

APA, Harvard, Vancouver, ISO, and other styles

12

Song, Guiyun, Kendice Ip, Bruce Biundo, et al. "In Vitro Percutaneous Absorption of Permeation-Enhancing Estrogen Formulations." Pharmaceuticals 18, no. 4 (2025): 596. https://doi.org/10.3390/ph18040596.

Full text

Abstract:

Background/Objectives: Hormone Replacement Therapy (HRT) is commonly prescribed to women in need to restore the deficiency of hormones. Estrogens, in particular estradiol (E2) and estriol (E3), are associated with side effects when given orally. As such, estrogen is topically applied on the skin for the delivery of the hormone. The objective of this in vitro study is to evaluate the percutaneous absorption of compounded estradiol 0.06% and bi-est E3/E2 0.1%/0.06% in aqueous and anhydrous proprietary permeation-enhancing bases, in comparison with the commercially available estradiol transdermal

APA, Harvard, Vancouver, ISO, and other styles

13

Sakuraba, Hiroki, Atsushi Miyata, Shinsuke Kumagai, Iwao Sasaki, and Itaru Nishizaki. "Influence of Film Thickness and Ambient Temperature to the Protective Performance of Surface Coating Material." Advanced Materials Research 1129 (November 2015): 270–76. http://dx.doi.org/10.4028/www.scientific.net/amr.1129.270.

Full text

Abstract:

Conditions such as the execution of repair works and ambient environment can affect the protective performance of surface coating material for concrete structures, and they are important in terms of exhibiting a long-term repair effect. This paper presents a fundamental study on the influence of film thickness and ambient temperature to the protective performance of surface coating material: oxygen, moisture vapor and chloride ion permeability. It was confirmed that as film thickness and ambient temperature increased, oxygen, moisture vapor and chloride ion permeation rates decreased and incre

APA, Harvard, Vancouver, ISO, and other styles

14

Wang, Penghuai, Yang Ming, Ping Chen, et al. "Preparation and Performance of Ultra-Fine High Activity Composite Micronized Powder from Multi-Solid Waste." Applied Sciences 13, no. 24 (2023): 13155. http://dx.doi.org/10.3390/app132413155.

Full text

Abstract:

The composite micronized powder is prepared by using blast furnace slag (BFS), water-quenched manganese slag (WQMS), manganese tailing slag (MTS) and desulfurization gypsum (DG) and grinding aid (GA) through orthogonal test optimization design. The effect of the doping amount of each solid waste on the fluidity, activity at different ages and resistance to chloride ion penetration of the composite micropowder was studied systematically, and the exothermic characteristics of hydration of the composite micropowder with the optimal ratio were tested. The results showed that the amount of MTS dosi

APA, Harvard, Vancouver, ISO, and other styles

15

Moody, Richard P. "Automated in Vitro Dermal Absorption (AIVDA): A New in Vitro Method for Investigating Transdermal Flux." Alternatives to Laboratory Animals 25, no. 3 (1997): 347–57. http://dx.doi.org/10.1177/026119299702500318.

Full text

Abstract:

A new in vitro method for investigating transdermal flux is described. The method, called Automated In Vitro Dermal Absorption (AIVDA), employed small autosampler vial inserts (Moody cells) to hold human skin (0.07cm2) in a standard autosampler carousel. HPLC was used to monitor the permeation rate of test compounds. Analysis was fully automated and remotely monitored and controlled via a modem. A modified Hank's balanced salt solution was used to minimise HPLC background interference. Permeation assays conducted with Deep Woods®, a commercial N,N-diethyl-m-toluamide (DEET)-based mosquito repe

APA, Harvard, Vancouver, ISO, and other styles

16

Ge, Xin, Xian Hui Song, Yong Ge, and Xiao Ping Cai. "The Research of Influence on the Freezing Resistance and the Permeation Resistance of Concrete With Spraying Silane." Key Engineering Materials 629-630 (October 2014): 213–17. http://dx.doi.org/10.4028/www.scientific.net/kem.629-630.213.

Full text

Abstract:

Silane, as an extremely hydrophobic material, changes concrete surface from hydrophilic state to hydrophobic state by spraying on the surface of concrete. It has the ability to block the external corrosive medium to improve the durability of concrete. Three types of strength grade of concrete (C30, C40, C50) were designed, after spraying with silane on the surface of concrete, to measure the penetration depth of silane and the influence on water-absorption rate, liquid-absorption rate, chloride ion diffusion coefficient and salt frost resistance. The test result shows that: by spraying silane

APA, Harvard, Vancouver, ISO, and other styles

17

Hu, Yan Jun, and Yan Liang Du. "The Time-Dependence of Chloride Penetration Resistance of Concrete by the Rapid Chloride Permeability Test." Applied Mechanics and Materials 357-360 (August 2013): 651–54. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.651.

Full text

Abstract:

In this paper, the Rapid Chloride Permeability Test (RCPT)-ASTM C1202-91 and Conductance test were employed to measure the effect of curing time on the chloride penetration resistance of concrete. The results indicate that the concrete specimens with longer curing time have higher chloride penetration resistance no matter the concrete with or without mineral admixtures, the concrete conductance has the similar variation trend and similar mathematical descriptions as the chloride diffusion coefficient D with the passage of curing time, and it is a very useful method to measure concrete conducta

APA, Harvard, Vancouver, ISO, and other styles

18

Vijayagowri, T., P. Sravana, and P. Srinivasa Rao. "Rapid Chloride Permeability Test on High Volumes of Slag Concrete." i-manager's Journal on Structural Engineering 4, no. 1 (2015): 19–26. http://dx.doi.org/10.26634/jste.4.1.3464.

Full text

APA, Harvard, Vancouver, ISO, and other styles

19

Hooton, RD, PE Streicher, and MG Alexander. "Towards Standardization of a Rapid Chloride Conduction Test for Concrete." Cement, Concrete and Aggregates 21, no. 1 (1999): 23. http://dx.doi.org/10.1520/cca10504j.

Full text

APA, Harvard, Vancouver, ISO, and other styles

20

Qadri, S. M., D. J. Flournoy, and S. G. Qadri. "Sodium chloride-esculin hydrolysis test for rapid identification of enterococci." Journal of Clinical Microbiology 25, no. 6 (1987): 1107–8. http://dx.doi.org/10.1128/jcm.25.6.1107-1108.1987.

Full text

APA, Harvard, Vancouver, ISO, and other styles

21

ZHANG, Yingjie, Shujie WEI, Wen PAN, Xuping JI, and Zijian SONG. "Development of a Rapid Test Bar for Quantitative Detection of Chloride Ions in Fresh Concrete." Research and Application of Materials Science 3, no. 1 (2021): 1. http://dx.doi.org/10.33142/rams.v3i1.4491.

Full text

Abstract:

Due to the shortage of natural raw materials, many practitioners proposed to make concrete from desalinated sea sand. To reduce the risk of abuse of uncleaned sea sand, we proposed a new rapid test bar to detect chloride ions in fresh concrete quantitatively. The test bars were prepared by mixing silver chromate with cotton fiber. By virtue of the high liquid-absorbent capacity of cotton fiber, the chloride-contained liquid in fresh concrete will rapidly enter into the test bar and react with the silver chromate to finally show a certain coloring height, which corresponds to the actual chlorid

APA, Harvard, Vancouver, ISO, and other styles

22

Kale, Sandip, Anand Shinde, Sahir Shaikh, Vikas Suryawanshi, and Omkar More. "Comparative Study of Rapid Chloride Penetration Test (RPCT) on Self Compacting Concrete (SCC)." International Journal for Research in Applied Science and Engineering Technology 11, no. 5 (2023): 5967–72. http://dx.doi.org/10.22214/ijraset.2023.53063.

Full text

Abstract:

Abstract: To check resistance to chloride ions penetration, we used Electrical resistivity techniques to give an indication of the relative permeability of concrete. The ASTM C 1202 (Standard Test Method for Electrical Indication of concrete’s ability to resist chloride Ion Penetration), more commonly known as the rapid chloride permeability test (RCPT). Self-compacting concrete (SCC) is a very fluid concrete and a homogeneous mixture. In this research work, M40 grade of concrete mixes were made using IS 10262:2019 method. The fresh and harden properties of SCC was taken at the ages of 3,7 and

APA, Harvard, Vancouver, ISO, and other styles

23

Ma, Yuwei, Jingxiao Zhang, Xiaocong Yang, Zhihui Yang, Zuhua Zhang, and Hao Wang. "Assessing the long-term chloride resistance of alkali-activated fly ash/slag concrete by natural chloride diffusion test and rapid chloride migration test." Construction and Building Materials 472 (April 2025): 140823. https://doi.org/10.1016/j.conbuildmat.2025.140823.

Full text

APA, Harvard, Vancouver, ISO, and other styles

24

Hu, Yan Jun, and Yan Liang Du. "Effect of Mineral Admixtures and Water/Binder Ratios on the Resistance to the Chloride Ions Penetration into Concrete." Applied Mechanics and Materials 99-100 (September 2011): 758–61. http://dx.doi.org/10.4028/www.scientific.net/amm.99-100.758.

Full text

Abstract:

In this study, concrete prisms were made with three mineral admixtures: fly ash, blast furnace slag or silica fume and with three water-to-binder ratios(w/b). Chloride penetration was measured by the rapid chloride permeability test (RCPT)-ASTM C1202, 150-days ponding test and alternate wetting and drying test by cyclic loading with salt solution and oven drying, and the results by the three test methods were compared. This paper discussed the effects of mineral admixtures and w/b on the concrete chloride permeability. Blending concrete with blast furnace slag, fly ash or silica fume was benef

APA, Harvard, Vancouver, ISO, and other styles

25

Khan, Mohammad Iqbal. "Comparison of Diffusion and Chloride Ion Penetration of High-Performance Concrete." Advanced Materials Research 168-170 (December 2010): 2171–77. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.2171.

Full text

Abstract:

This paper reports the results of an investigation of chloride ion penetration and diffusion for high performance concrete. Concrete was prepared incorporating pulverised fuel ash (PFA) and silica fume (SF) with various water-binder ratios. Chloride ion penetration was measured at various ages using rapid chloride permeability test in accordance with ASTM C1202-91. Based on experimentally obtained results, isoresponse contours for chloride permeability were developed showing the interactive and optimized effect between the various parameters investigated. Diffusion coefficient of concrete was

APA, Harvard, Vancouver, ISO, and other styles

26

Wang, Hai Long, Jun Jie Wang, Xiao Yan Sun, and Juan Cheng. "Chloride Diffusion Characteristics of the New Interface Transition Zone in Recycled Aggregate Concrete." Advanced Materials Research 261-263 (May 2011): 104–10. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.104.

Full text

Abstract:

A three-part model (mortar, original concrete and ITZ) was established in this study to analyze the chloride coefficient of the new interfacial transition zone (ITZ) in recycled aggregate concrete (RAC). Based on this model, a formula for calculation was derived from the chloride transport characteristics in the steady state. Two types of RAC were used to study the properties of ITZ by steady-state migration test and Scanning Electron Microscope (SEM) method. The results indicate that the chloride diffusion coefficient of new ITZ in RAC is about 1 to 4 cm2/year, and that the addition of superf

APA, Harvard, Vancouver, ISO, and other styles

27

Hu, Yan Jun, Yan Liang Du, and Wei Zhang. "Evaluation of Relationship between Innitial Current, Conductance, Chloride Diffusion Coefficient and Charge Passed of Concrete." Advanced Materials Research 399-401 (November 2011): 1200–1203. http://dx.doi.org/10.4028/www.scientific.net/amr.399-401.1200.

Full text

Abstract:

In this study, plain and mineral admixture (slag, fly ash and silica fume) modified concrete prisms were made with three water-to-binder ratios (w/b), and four test methods (Rapid Chloride Permeability Test-ASTM C1202-91, AC Conductance Test, 150-days Ponding Test, Alternate Wetting and Drying Test by cyclic loading with salt solution and drying) were employed to measure the concrete prisms’ chloride penetrability. The effects of mineral admixtures on the concrete chloride permeability were discussed, and the correlation of results separately obtained from the four test methods were analyzed.

APA, Harvard, Vancouver, ISO, and other styles

28

Zhang, Yufei, Jiejing Chen, and Jin Xia. "Compressive Strength and Chloride Resistance of Slag/Metakaolin-Based Ultra-High-Performance Geopolymer Concrete." Materials 16, no. 1 (2022): 181. http://dx.doi.org/10.3390/ma16010181.

Full text

Abstract:

Ultra-high performance geopolymer concrete (UHPGC) has been favored due to its excellent sustainability and outstanding mechanical properties. This study was conducted to explore the mechanical and durability properties of slag/metakaolin-based UHPGC with steel fibers reinforcement. The uniaxial compression test and rapid chloride migration test were conducted to measure the compressive strength and chloride penetration resistance of UHPGC. A total of nine groups of mixture proportions were designed and tested to investigate the influences of steel fiber dosage and sodium hydroxide (NaOH) solu

APA, Harvard, Vancouver, ISO, and other styles

29

Chiang, Li-Choung, Juu-En Chang, and Shu-Chuan Tseng. "Electrochemical oxidation pretreatment of refractory organic pollutants." Water Science and Technology 36, no. 2-3 (1997): 123–30. http://dx.doi.org/10.2166/wst.1997.0499.

Full text

Abstract:

Refractory pollutants, including lignin, tannic acid, chlortetracycline, and EDTA, were destroyed by an electrochemical oxidation method to evaluate the applicability of this method for industrial wastewater pretreatment. Operation parameters, such as supporting electrolyte, current density, and electrolyte concentration, have been investigated for their influences on COD removal efficiencies during electrolysis. In addition, gel permeation chromatography (GPC), Microtox test, and total organic halogen (TOX) analyses were performed to monitor the changes of organic characteristics of these ref

APA, Harvard, Vancouver, ISO, and other styles

30

Nikhil, S. Khochare, V. V. Shelar, Kazi Samina, Shelar Sonal, and Shingade Vijay. "To identify effect of fibers on durability properties of concrete due to chloride penetration." i-manager's Journal on Structural Engineering 14, no. 1 (2025): 14. https://doi.org/10.26634/jste.14.1.22133.

Full text

Abstract:

Concrete durability is a paramount concern due to its, direct impact on the infrastructure longevity and structural integrity. Rapid chloride penetration and electrical resistivity are pivotal parameters for assessing durability, where chloride ingress leads to reinforcement corrosion and resistivity reflects pore connectivity and moisture content. This study investigates the efficacy of diverse fiber blends and curing compounds in bolstering concrete durability, employing the Electric Resistivity Test and Rapid Chloride Penetration Test (RCPT) for evaluation. Through a comprehensive literatur

APA, Harvard, Vancouver, ISO, and other styles

31

Oh, Sang-Gyun, and Dong-Cheon Park. "Rapid Chloride Penetration Test for Concrete Based on the Electrochemical Method." Journal of Korean navigation and port research 34, no. 10 (2010): 787–92. http://dx.doi.org/10.5394/kinpr.2010.34.10.787.

Full text

APA, Harvard, Vancouver, ISO, and other styles

32

Yang, Zheng Xian, Hartmut Fischer, and Rob Polder. "The Effect of Modified Hydrotalcites on Mechanical Properties and Chloride Penetration Resistance in Cement Mortar." Key Engineering Materials 629-630 (October 2014): 156–61. http://dx.doi.org/10.4028/www.scientific.net/kem.629-630.156.

Full text

Abstract:

In this paper, two types of modified hydrotalcites (MHT) were incorporated into cement mortars with two dosage levels (replacing 5% and 10% cement by mass). Designated testing programme including strength test, porosity test, and rapid chloride migration and diffusion test were employed to investigate the effect of modified hydrotalcites on chloride penetration in cement mortar. The results based on these tests showed the incorporation of MHT-pAB at 5% dosage in mortar specimens produced a notably improved chloride diffusion resistance with no or minor influence on the development of mechanica

APA, Harvard, Vancouver, ISO, and other styles

33

Huang, Wei Bo, Xu Dong Liu, Ping Lu, and Jing Zhang. "Evaluation of the Properties of Polyaspartic Polyurea Coated Concrete Subjected to the Co-Action of Freeze-Thaw Cycles and NaCl Solution Immersion." Materials Science Forum 689 (June 2011): 336–42. http://dx.doi.org/10.4028/www.scientific.net/msf.689.336.

Full text

Abstract:

The deterioration of coated concrete subjected to co-action of freeze-thaw cycles-NaCl solution immersion double factors exposure was investigated in this study. Adhesion, chloride content and resistance of chloride ion diffusivity of two types of polyaspartic ester polyurea coated concrete were analyzed. Test results showed that the adhesion of QF-1 (PAE-b-H12MDI prepolymer H66) and QF-2 (PAE-b-H12MDI prepolymer H62) coated concrete reduced about 5% respectively which kept excellent under the double factors exposure after 200, 300 days and 25, 50 times of cycles. The degradation process of co

APA, Harvard, Vancouver, ISO, and other styles

34

Pontes, Jorge, José Alexandre Bogas, Sofia Real, and André Silva. "The Rapid Chloride Migration Test in Assessing the Chloride Penetration Resistance of Normal and Lightweight Concrete." Applied Sciences 11, no. 16 (2021): 7251. http://dx.doi.org/10.3390/app11167251.

Full text

Abstract:

Chloride-induced corrosion has been one of the main causes of reinforced concrete deterioration. One of the most used methods in assessing the chloride penetration resistance of concrete is the rapid chloride migration test (RCMT). This is an expeditious and simple method but may not be representative of the chloride transport behaviour of concrete in real environment. Other methods, like immersion (IT) and wetting–drying tests (WDT), allow for a more accurate approach to reality, but are laborious and very time-consuming. This paper aims to analyse the capacity of RCMT in assessing the chlori

APA, Harvard, Vancouver, ISO, and other styles

35

Sasatani, Teruhiko, Kazuyuki Torii, and Mitsunori Kawamura. "Evaluation of Chloride Permeability of Various Concretes Using Rapid Chloride Permeability Test(AASHTO T 277-83)." Doboku Gakkai Ronbunshu, no. 564 (1997): 177–87. http://dx.doi.org/10.2208/jscej.1997.564_177.

Full text

APA, Harvard, Vancouver, ISO, and other styles

36

Nicula, Liliana Maria, Ofelia Corbu, Mihai Iliescu, Andrei Victor Sandu, and Andreea Hegyi. "Study on the Durability of Road Concrete with Blast Furnace Slag Affected by the Corrosion Initiated by Chloride." Advances in Civil Engineering 2021 (January 13, 2021): 1–16. http://dx.doi.org/10.1155/2021/8851005.

Full text

Abstract:

In order to assess the resistance of the road concrete to the penetration of the chloride ions, we used the rapid test RCPT in compliance with ASTM C1202. But, in order to increase the reliability of the rapid test of assessing the resistance of chloride ions’ permeability through measurements of the electrical conductivity, after finishing the RCPT test, we have also measured the depth of the chloride front migrating in the concrete. Road concrete mixtures were prepared in which blast furnace slag (GGBS) was incorporated as a binder and blast furnace slag (ABS) as crushed slag aggregate to th

APA, Harvard, Vancouver, ISO, and other styles

37

Chen, Jian, Yong Hao Fang, and Cheng Hui Zhu. "Effect of Shape and Size of Concrete Specimens on Test Result of Chloride Migration Coefficient." Applied Mechanics and Materials 395-396 (September 2013): 520–23. http://dx.doi.org/10.4028/www.scientific.net/amm.395-396.520.

Full text

Abstract:

The chloride migration coefficients of concrete specimens with different shapes and different sizes were tested with modified rapid chloride migration test. The results indicate that the shape and thickness of concrete specimens slightly affect the test results of chloride migration coefficient of concrete specimens; When the size of the diffusion face of the specimen is larger than the electrode plates of the cell, the measured chloride migration coefficient will be a little smaller. The thickness, thus the electrode space also has effect on the test results, the thicker the specimen, the sma

APA, Harvard, Vancouver, ISO, and other styles

38

Yang, Yi Bo, Zhao Qiong Lai, Li Tao Ai, Wen Ying Guo, Hong Jian Huang, and Heng Chang Wang. "Experimental Research on the Evaluation Method of the Resistance to Chloride Ion Penetration of Autoclaved PHC Pile." Key Engineering Materials 629-630 (October 2014): 587–92. http://dx.doi.org/10.4028/www.scientific.net/kem.629-630.587.

Full text

Abstract:

The usage of autoclaved PHC pile in chloride environment becomes common, so how to evaluate the resistance to chloride ion penetration of autoclaved PHC pile becomes urgent. This article Compare the resistance to chloride ion penetration of pile and pile concrete specimens based the Rapid Chloride Migration Synthesis Method and RCM. The results show that the Rapid Chloride Migration Synthesis Method is not suitable for pile, RCPT and RCM are suitable for pile; the resistance to chloride ion penetration of the pile inner and outer lateral concrete has a rather large different, so the sample mus

APA, Harvard, Vancouver, ISO, and other styles

39

Linsdell, Paul, Joseph A. Tabcharani, and John W. Hanrahan. "Multi-Ion Mechanism for Ion Permeation and Block in the Cystic Fibrosis Transmembrane Conductance Regulator Chloride Channel." Journal of General Physiology 110, no. 4 (1997): 365–77. http://dx.doi.org/10.1085/jgp.110.4.365.

Full text

Abstract:

The mechanism of Cl− ion permeation through single cystic fibrosis transmembrane conductance regulator (CFTR) channels was studied using the channel-blocking ion gluconate. High concentrations of intracellular gluconate ions cause a rapid, voltage-dependent block of CFTR Cl− channels by binding to a site ∼40% of the way through the transmembrane electric field. The affinity of gluconate block was influenced by both intracellular and extracellular Cl− concentration. Increasing extracellular Cl− concentration reduced intracellular gluconate affinity, suggesting that a repulsive interaction occur

APA, Harvard, Vancouver, ISO, and other styles

40

Chen, Ai Jiu, Jing Wang, Zhan Fang Ge, and Ming Wu. "The Durability Life Prediction of Recycled Concrete under Chlorate Environment." Advanced Materials Research 314-316 (August 2011): 849–52. http://dx.doi.org/10.4028/www.scientific.net/amr.314-316.849.

Full text

Abstract:

Using orthogonal test, the influence of variable mixing proportions of recycled coarse aggregate, polypropylene fibre and air entraining and water-reducing admixture on the anti-penetration capability of chloride ion of recycled concrete is analyzed. And the mechanism of resistance to chloride ion permeation concerning different mixing proportions of the materials is figured out. After that, basing on the effects of these materials on the durability life of recycled concrete in chlorate surroundings, the sequence is worked out: first, air entraining and water reducing agent, then recycled coar

APA, Harvard, Vancouver, ISO, and other styles

41

Wang, Teng, Xiao Mei Wan, Qi Yu, Zhong Tao Sun, and Xiao Han. "Investigation on Electrical Resistance of Chloride Penetration of Alkali Activated Slag Concrete." Materials Science Forum 1036 (June 29, 2021): 378–85. http://dx.doi.org/10.4028/www.scientific.net/msf.1036.378.

Full text

Abstract:

Alternating-current method for measuring chloride penetration resistance of concrete, test method for coulomb electric flux and rapid chloride migration coefficient (RCM) were applied to evaluate the resistance of chloride penetration in alkali-activated slag concrete in this paper. At the same time, the applicability of the above three electrical parameters test methods to the alkali slag concrete was discussed. The results show that NaOH activated slag concrete behaves higher resistance to chloride penetration than water glass activated slag concrete. Blend of fly ash increases the porosity

APA, Harvard, Vancouver, ISO, and other styles

42

Khalid, Abdel Naser Abdel Rahim. "Concrete Specification and Methods of Quality Testing." Engineering and Technology Quarterly Reviews 2, no. 1 (2019): 38–54. https://doi.org/10.5281/zenodo.2648358.

Full text

Abstract:

This manuscript is about the concrete specification. The concrete specification testing is a process by which dif-ferent tests are carried out such as compressive strength, carbonation depth, ASTM rapid chloride permeability, NDT chloride and initial surface absorption test (ISAT-10) to determine the quality and performance of the con-crete in terms of strength, carbonation depth, chloride permeability and surface absorption.

APA, Harvard, Vancouver, ISO, and other styles

43

Yang, N., and S. L. Barbour. "The impact of soil structure and confining stress on the hydraulic conductivity of clays in brine environments." Canadian Geotechnical Journal 29, no. 5 (1992): 730–39. http://dx.doi.org/10.1139/t92-081.

Full text

Abstract:

Numerous studies have been completed in recent years on the alteration of the hydraulic conductivity of clayey soils as a result of exposure to concentrated organic or inorganic permeants. These hydraulic conductivity changes have been attributed to either changes in microstructure, due to contraction of the diffuse double layer, or to the alteration of the macrostructure, as a result of volume changes leading to shrinkage fractures or fissures. In this paper, the change in hydraulic conductivity of a highly plastic natural clay during exposure to a concentrated sodium chloride (NaCl) solution

APA, Harvard, Vancouver, ISO, and other styles

44

Rupnow, Tyson D., and Patrick J. Icenogle. "Surface Resistivity Measurements Evaluated as Alternative to Rapid Chloride Permeability Test for Quality Assurance and Acceptance." Transportation Research Record: Journal of the Transportation Research Board 2290, no. 1 (2012): 30–37. http://dx.doi.org/10.3141/2290-04.

Full text

Abstract:

ASTM C1202 tests were conducted at various ages with the corresponding surface resistivity test, and the results were compared. Samples tested included field- and laboratory-prepared samples. The laboratory test matrix tested several mixtures common to Louisiana at a wide range of ratios of water to cementitious materials (w/cm) to evaluate the range of the surface resistivity meter. The surface resistivity measurements correlated well with rapid chloride permeability measurements across a wide range of permeability values and sample testing ages. Suitable correlations were found between both

APA, Harvard, Vancouver, ISO, and other styles

45

Langer, Christoph, and Gesa Kapteina. "Testing the Bromide penetration resistance of concrete: substitution of NaCl by NaBr in Rapide Chloride/Bromide Migration Test (RCM/RBM)." MATEC Web of Conferences 364 (2022): 02022. http://dx.doi.org/10.1051/matecconf/202236402022.

Full text

Abstract:

The chloride migration coefficient of concrete describes the resistance of concrete against chloride ingress. This important material variable can be determined with the rapid chloride migration test (RCM). During the test, chloride ions penetrate concrete by means of an applied electrical field. If the concrete has already been exposed to chlorides before the test starts, the test set up has to be adapted to achieve reliable results. Due to repeated exposure to the same salt (e.g. NaCl), there is no direct possibility to distinguish the chloride ions from the test procedure and the exposure b

APA, Harvard, Vancouver, ISO, and other styles

46

Yang, LuFeng, Fengbo Long, Junwu Chen, and Zheng Chen. "Improved Rapid Chloride Migration Test for Chloride Diffusion Coefficient of Concrete Based on the Image Processing Technique." Journal of Testing and Evaluation 51, no. 6 (2023): 20220420. http://dx.doi.org/10.1520/jte20220420.

Full text

APA, Harvard, Vancouver, ISO, and other styles

47

Priprem, Aroonsri, Vassana Netweera, Pramote Mahakunakorn, Nutjaree Pratheepawanit Johns, and Jeffrey Roy Johns. "Prolonged Anti-Inflammatory Activity of Topical Melatonin by Niosomal Encapsulation." Advanced Materials Research 902 (February 2014): 70–75. http://dx.doi.org/10.4028/www.scientific.net/amr.902.70.

Full text

Abstract:

Melatonin, encapsulated and non-encapsulated, in a topical gel, was comparatively investigated for its in vitro permeation and in vivo anti-inflammatory properties. An average size of the melatonin-encapsulated niosomes of 197 nm with a zeta potential of-78.8 mV and an entrapment efficiency of 92.7% was incorporated into a gel base. In vitro skin permeation of the same gel base incorporated with non-encapsulated melatonin or melatonin niosomes at 5% was comparatively evaluated through porcine skin using Franz diffusion cells and analyzed by spectroflurometry at λex 278 and λem 348 nm. From the

APA, Harvard, Vancouver, ISO, and other styles

48

RAMJEESINGH, Mohabir, Francisca UGWU, Canhui LI, et al. "Stable dimeric assembly of the second membrane-spanning domain of CFTR (cystic fibrosis transmembrane conductance regulator) reconstitutes a chloride-selective pore." Biochemical Journal 375, no. 3 (2003): 633–41. http://dx.doi.org/10.1042/bj20030774.

Full text

Abstract:

Structural information is required to define the molecular basis for chloride conduction through CFTR (cystic fibrosis transmembrane conductance regulator). Towards this goal, we expressed MSD2, the second of the two MSDs (membrane-spanning domains) of CFTR, encompassing residues 857–1158 in Sf9 cells using the baculovirus system. In Sf9 plasma membranes, MSD2 migrates as expected for a dimer in non-dissociative PAGE, and confers the appearance of an anion permeation pathway suggesting that dimeric MSD2 mediates anion flux. To assess directly the function and quaternary structure of MSD2, we p

APA, Harvard, Vancouver, ISO, and other styles

49

Drenkard, Hannah, Christian Fischer, Veit Sauer, and Christoph Gehlen. "On the Chloride Distribution in Concrete and Mortar Samples after an RCM Test." Materials 16, no. 8 (2023): 2952. http://dx.doi.org/10.3390/ma16082952.

Full text

Abstract:

It is of essential need to face the challenges of CO2 reduction in industrial cement and concrete production reliable test methods in order to evaluate the performance of concretes, especially with regard to the service life of our infrastructure. The rapid chloride migration test (RCM test) is a standard method to assess the resistance against chloride ingress of concrete. However, during our study, certain critical questions arose with regard to the chloride distribution. The sharp chloride ingress front based on the model assumptions contradicted the shallow gradient of the experimental dat

APA, Harvard, Vancouver, ISO, and other styles

50

Prakash, Mr R. Jeya, and Ms R. Nirmala. "An Experimental Study on Rapid Chloride Penetration Test of Self Compacting Concrete." International Journal of Trend in Scientific Research and Development Volume-3, Issue-3 (2019): 272–77. http://dx.doi.org/10.31142/ijtsrd21650.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!