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Series: ASM Handbook
Volume: 13C
Publisher: ASM International
Published: 01 January 2006
DOI: 10.31399/asm.hb.v13c.a0004117
EISBN: 978-1-62708-184-9
... in soils. corrosion rate electrochemical impedance spectroscopy electrochemical noise electrochemical techniques linear polarization resistance corrosion behavior non-electrochemical techniques electrical resistance technique harmonic distortion analysis hydrogen permeation DESIGN...
Abstract
This article explores the use of the electrochemical and nonelectrochemical techniques for measuring the corrosion behavior of buried metals and the types of probes used. The electrical resistance technique is the main nonelectrochemical technique used for measuring corrosion rate. Electrochemical techniques discussed include linear polarization resistance, electrochemical noise, harmonic distortion analysis, electrochemical impedance spectroscopy, and hydrogen permeation. The principles of operation for the corrosion measuring techniques are described along with examples of their use in soils.
Series: ASM Handbook
Volume: 13A
Publisher: ASM International
Published: 01 January 2003
DOI: 10.31399/asm.hb.v13a.a0003651
EISBN: 978-1-62708-182-5
... Abstract This article describes the test methods for evaluating the durability of a metal in soil. It provides useful information on soil characteristics such as soil electrical resistivity, pH value, and soil texture. Specimen design, preparation, burial, and retrieval techniques are discussed...
Abstract
This article describes the test methods for evaluating the durability of a metal in soil. It provides useful information on soil characteristics such as soil electrical resistivity, pH value, and soil texture. Specimen design, preparation, burial, and retrieval techniques are discussed. The type of information sought during soil-induced corrosion evaluation controls the design configuration and the nature of the corrosion measurements. Consideration of these factors during the planning stage helps the corrosion engineer to obtain the maximum amount of information with the minimum number of problems.
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Published: 30 September 2015
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Published: 01 January 2006
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Published: 31 December 2017
Fig. 40 Soil failure fronts at different soil depths as a function of tool velocity. Adapted from Ref 75
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Published: 01 January 2002
Fig. 5 Rate of corrosion of unprotected steel in biologically active soil as a function of iron sulfide present
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in Worker Health and Environmental Hazards Associated with Coating Application and Removal
> Protective Organic Coatings
Published: 30 September 2015
Fig. 14 Contamination of soil from abrasive-blasting debris
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in Worker Health and Environmental Hazards Associated with Coating Application and Removal
> Protective Organic Coatings
Published: 30 September 2015
Fig. 15 Soil sampling is used to evaluate the efficiency of the containment at controlling emissions and to determine whether the soil was adversely impacted by project activities.
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Published: 01 January 2006
Fig. 11 Relative current density in soil as a function of distance from the current source, with the maximum current density of interest 1 ft (0.3 m) from the source.
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Published: 01 January 2006
Fig. 1 Soil-resistivity testing by the four-electrode test method. Current is applied to the outside electrodes (pins C1 and C2), while potential is measured on the inside pins P1 and P2. The pins are placed in a line and equally spaced (a) to simplify resistivity calculation (in text
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Published: 01 January 2006
Fig. 6 A modified Novaprobe showing the soil hydrogen permeation electrode (SHPE), four stainless steel (SMO) rings for measuring soil resistivity and redox potential, and two sets of three electrodes for conventional electrochemical measurements. Source: Ref 9
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Published: 01 January 2006
Fig. 8 Soil test cell with three corrosion electrodes and four resistivity electrodes
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Published: 01 January 2006
Fig. 10 Effect of added water on the soil resistivity and corrosion rate of X42 steel transmission pipeline electrodes in soil+1 wt% NaCl
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Published: 01 January 2006
Fig. 12 Linear polarization resistance corrosion rates of the three soil probes (not connected to pipeline) and the pipeline potentials of the two experiments as a function of time
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Published: 01 January 2006
Fig. 13 Pitting factors of the three soil probes and the pipeline potentials of the two experiments as a function of time
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Published: 01 January 1994
Fig. 14 Corrosion of galvanized steel and 55Al-Zn-coated steel in three soils. Soil characteristics are also given. Source: Ref 32 Soil number Description pH Resistivity, Ω · cm 1 Native shale, clay: wet to dry 4 76,000 2 Native shale with chloride and sulfate salts
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