ASTM G187-2018 Standard Test Method for Measurement of Soil Resistivity Using the Two-Electrode Soil Box Method.pdf
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1、Designation: G187 18Standard Test Method forMeasurement of Soil Resistivity Using the Two-ElectrodeSoil Box Method1This standard is issued under the fixed designation G187; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year o
2、f last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method covers the equipment and proceduresfor the measurement of soil resistivity, for soil samplesremoved
3、 from the ground, for use in the assessment and controlof corrosion of buried structures.1.2 Procedures allow for this test method to be used in thefield or in the laboratory.1.3 The test method procedures are for the resistivitymeasurement of soil samples in the saturated condition and inthe as-rec
4、eived condition.1.4 The values stated in SI units are to be regarded as thestandard. The values given in parentheses are for informationonly. Soil resistivity values are reported in ohm-centimeter.1.5 This standard does not purport to address all of thesafety concerns, if any, associated with its us
5、e. It is theresponsibility of the user of this standard to establish appro-priate safety, health, and environmental practices and todetermine the applicability of regulatory limitations prior touse.1.6 This international standard was developed in accor-dance with internationally recognized principle
6、s on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2D1193 Specification for Reagent Wate
7、rE691 Practice for Conducting an Interlaboratory Study toDetermine the Precision of a Test MethodG57 Test Method for Field Measurement of Soil ResistivityUsing the Wenner Four-Electrode MethodG193 Terminology and Acronyms Relating to Corrosion2.2 UNS Standards:3UNS Designation S30400 the reciprocal
8、of con-ductivity.3.1.3 saturated soil, nsoil whose entire soil porosity isfilled with water.3.1.4 soil box factor, nA factor which is determined by atwo-electrode soil boxs internal dimensions (cross sectionalarea/distance between electrode plates). The soil box factor ismultiplied by the measured r
9、esistance of a substance in the soilbox to obtain that substances resistivity.3.1.5 soil resistance meter, nAn instrument capable ofmeasuring soil resistance.3.1.6 two-electrode soil box, nAnon-conductive containerof known internal dimensions with two end plate electrodes formeasuring a substances r
10、esistivity.3.2 The terminology used herein, if not specifically definedotherwise, shall be in accordance with Terminology G193.Definitions provided herein and not given in TerminologyG193 are limited only to this standard.4. Summary of Test Method4.1 The two-electrode soil box method is predicated o
11、nmeasuring the resistance between two electrodes located onopposing faces of a soil box containing a soil sample. That1This test method is under the jurisdiction of ASTM Committee G01 onCorrosion of Metals and is the direct responsibility of Subcommittee G01.10 onCorrosion in Soils.Current edition a
12、pproved May 1, 2018. Published July 2018. Originally approvedin 2005. Last previous edition approved in 2012 as G187 12a. DOI: 10.1520/G0187-18.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards v
13、olume information, refer to the standards Document Summary page onthe ASTM website.3UNS (Unified Numbering System) was developed jointly by ASTM Interna-tional and SAE International.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis
14、international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT
15、) Committee.1resistance is then converted to resistivity based on the soil boxfactor as discussed in Section 11.5. Significance and Use45.1 The resistivity of the surrounding soil environment is afactor in the corrosion of underground structures. High resis-tivity soils are generally not as corrosiv
16、e as low resistivitysoils. The resistivity of the soil is one of many factors thatinfluence the service life of a buried structure. Soil resistivitymay affect the material selection and the location of a struc-ture.55.2 Soil resistivity is of particular importance and interest inthe corrosion proces
17、s because it is basic in the analysis ofcorrosion problems and the design of corrective measures.5.3 The test method is focused to provide an accurate,expeditious measurement of soil resistivity to assist in thedetermination of a soils corrosive nature. Test Method G57emphasizes an in situ measureme
18、nt commonly utilized in thedesign of a buried structures corrosion control (cathodicprotection systems ground bed design, and so forth), but alsoincludes information and procedures on a four-pin soil boxmethod. The two-electrode soil box method is an accurate andmore expeditious method than the four
19、-pin soil box and oftencompliments the four-pin, in situ soil resistivity method.5.4 The saturated soil resistivity determined by this testmethod does not necessarily indicate the minimum soil resis-tivity.6. Apparatus6.1 The equipment required for the measurement of theresistivity of soil samples,
20、either in the field or in thelaboratory, consists of a two-electrode soil box, a soil resis-tance meter, wiring to make the necessary connections and asoil extraction tool with straightedge. A two-electrode soil box,soil resistance meter and its electrical connections are shown inFig. 1.NOTE 1The so
21、il extraction tool should be non-metallic so as to avoiddamage to the soil box during use. It should fit within the soil box tofacilitate removal of the soil sample after completion of each test. Itshould be rigid enough to aid in compaction of the soil sample in the soilbox, and it should have a st
22、raight edge to facilitate levelling of the soilsample after compaction. The soil extraction tool may be a commerciallyavailable utensil designed specifically for use with the soil box. In lieu ofthis, any suitable implement such as a plastic putty knife may be used.6.2 Two-Electrode Soil BoxTwo-elec
23、trode soil boxes canbe constructed in various sizes provided the inside dimensionsare known. Design and construction shall incorporate materialsthat are durable and machinable. The two end plate electrodesshall be constructed of a clean, polished corrosion-resistantmetal or alloy (that is, UNS Desig
24、nation type S30400/S304034Method of Test for the Resistivity of Soils Material, Texas State Department ofHighways and Public Transportation Materials and Tests Division, Test MethodTex-129-E, November 1986.5Method for Estimating the Service Life of Steel Culverts, California StateDepartment of Trans
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