ASTM D5876-1995(2012)e1 7500 Standard Guide for Use of Direct Rotary Wireline Casing Advancement Drilling Methods for Geoenvironmental Exploration and Installation of Subsurface Wa.pdf
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1、Designation: D5876 95 (Reapproved 2012)1Standard Guide forUse of Direct Rotary Wireline Casing Advancement DrillingMethods for Geoenvironmental Exploration and Installationof Subsurface Water-Quality Monitoring Devices1This standard is issued under the fixed designation D5876; the number immediately
2、 following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1NOTEEditorial correcti
3、ons were made throughout in February 2012.1. Scope1.1 This guide covers how direct (straight) wireline rotarycasing advancement drilling and sampling procedures may beused for geoenvironmental exploration and installation ofsubsurface water-quality monitoring devices.NOTE 1The term “direct” with res
4、pect to the rotary drilling method ofthis guide indicates that a water-based drilling fluid or air is injectedthrough a drill-rod column to rotating bit(s) or coring bit. The fluid or aircools the bit(s) and transports cuttings to the surface in the annulusbetween the drill rod column and the boreho
5、le wall.NOTE 2This guide does not include all of the procedures for fluidrotary systems which are addressed in a separate guide, Guide D5783.1.2 The term “casing advancement” is sometimes used todescribe rotary wireline drilling because at any time, the centerpilot bit or core barrel assemblies may
6、be removed and thelarge inside diameter drill rods can act as a temporary casingfor testing or installation of monitoring devices. This guideaddresses casing-advancement equipment in which the drill rod(casing) is advanced by rotary force applied to the bit withapplication of static downforce to aid
7、 in the cutting process.1.3 This guide includes several forms of rotary wirelinedrilling configurations. General borehole advancement may beperformed without sampling by using a pilot roller cone or dragbit until the desired depth is reached. Alternately, the materialmay be continuously or increment
8、ally sampled by replacing thepilot bit with a core-barrel assembly designed for coring eitherrock or soil. Rock coring should be performed in accordancewith Practice D2113.1.4 The values stated in both inch-pound and SI units are tobe regarded separately as the standard. The values given inparenthes
9、es are for information only.1.5 Direct rotary wireline drilling methods for geoenviron-mental exploration will often involve safety planning,administration, and documentation. This guide does not pur-port to specifically address exploration and site safety.1.6 This standard does not purport to addre
10、ss all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.1.7 This guide offers an organized collection of informati
11、onor a series of options and does not recommend a specificcourse of action. This document cannot replace education orexperience and should be used in conjunction with professionaljudgment. Not all aspects of this guide may be applicable in allcircumstances. This ASTM standard is not intended to repr
12、e-sent or replace the standard of care by which the adequacy ofa given professional service must be judged, nor should thisdocument be applied without consideration of a projects manyunique aspects. The word “Standard” in the title of thisdocument means only that the document has been approvedthroug
13、h the ASTM consensus process.2. Referenced Documents2.1 ASTM Standards:2D653 Terminology Relating to Soil, Rock, and ContainedFluidsD1452 Practice for Soil Exploration and Sampling by AugerBoringsD1586 Test Method for Penetration Test (SPT) and Split-Barrel Sampling of SoilsD1587 Practice for Thin-W
14、alled Tube Sampling of Soils forGeotechnical PurposesD2113 Practice for Rock Core Drilling and Sampling ofRock for Site Investigation1This guide is under the jurisdiction of ASTM Committee D18 on Soil andRockand is the direct responsibility of Subcommittee D18.21 on Groundwater andVadose Zone Invest
15、igations.Current edition approved Feb. 15, 2012. Published December 2012. Originallyapproved in 1995. Last previous edition approved in 2005 as D5876 95 (2005).DOI: 10.1520/D5876-95R12E1.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at servicea
16、stm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1D3550 Practice for Thick Wall, Ring-Lined, Split Barrel,Driv
17、e Sampling of SoilsD4630 Test Method for Determining Transmissivity andStorage Coefficient of Low-Permeability Rocks by In SituMeasurements Using the Constant Head Injection TestD4631 Test Method for Determining Transmissivity andStorativity of Low Permeability Rocks by In Situ Mea-surements Using P
18、ressure Pulse TechniqueD5088 Practice for Decontamination of Field EquipmentUsed at Waste SitesD5092 Practice for Design and Installation of Ground WaterMonitoring WellsD5099 Test Methods for RubberMeasurement of Process-ing Properties Using Capillary RheometryD5782 Guide for Use of Direct Air-Rotar
19、y Drilling forGeoenvironmental Exploration and the Installation ofSubsurface Water-Quality Monitoring DevicesD5783 Guide for Use of Direct Rotary Drilling with Water-Based Drilling Fluid for Geoenvironmental Explorationand the Installation of Subsurface Water-Quality Monitor-ing Devices3. Terminolog
20、y3.1 DefinitionsFor definitions of common technical termsin this standard, refer to Terminology D6533.2 Definitions of Terms Specific to This Standard:3.2.1 bentonitethe common name for drilling fluid addi-tives and well-construction products consisting mostly ofnaturally occurring montmorillonite.
21、Some bentonite productshave chemical additives that may affect water-quality analyses.3.2.2 bentonite pelletsroughly spherical- or disk-shapedunits of compressed bentonite powder (some pellet manufac-turers coat the bentonite with chemicals that may affect thewater-quality analysis).3.2.3 cleanout d
22、epththe depth to which the end of the drillstring (bit or core barrel cutting end) has reached after aninterval of cutting. The cleanout depth (or drilled depth as it isreferred to after cleaning out of any sloughed material in thebottom of the borehole) is usually recorded to the nearest 0.1 ft(0.0
23、3 m).3.2.4 coeffcient of uniformity Cu(D), the ratio D60/D10,where D60is the particle diameter corresponding to 60 % fineron the cumulative particle-size distribution curve, and D10isthe particle diameter corresponding to 10 % finer on thecumulative particle-size distribution curve.3.2.5 drill holea
24、 cylindrical hole advanced into the sub-surface by mechanical means. Also known as a borehole orboring.3.2.6 drill stringthe complete rotary drilling assemblyunder rotation including bit, sampler/core barrel, drill rods, andconnector assemblies (subs). The total length of this assemblyis used to det
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