ASTM D5876 D5876M-2017 red 1875 Standard Guide for Use of Direct Rotary Wireline Casing Advancement Drilling Methods for Geoenvironmental Exploration and Installation of Subsurface.pdf
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1、Designation: D5876 95 (Reapproved 2012)1D5876/D5876M 17Standard 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;D5876/D5
2、876M; the number immediately following the designation indicatesthe year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reappr
3、oval.1 NOTEEditorial corrections were made throughout in February 2012.1. Scope Scope*1.1 This guide covers how direct (straight) wireline rotary casing advancement drilling and sampling procedures may be usedfor geoenvironmental exploration and installation of subsurface water-quality monitoring de
4、vices.NOTE 1The term “direct” with respect to the rotary drilling method of this guide indicates that a water-based drilling fluid or air is injected througha drill-rod column to rotating bit(s) or coring bit. The fluid or air cools the bit(s) and transports cuttings to the surface in the annulus be
5、tween the drillrod column and the borehole wall.NOTE 2This guide does not include all of the procedures for fluid rotary systems which are addressed in a separate guide, Guide D5783.1.2 The term “casing advancement” is sometimes used to describe rotary wireline drilling because at any time, the cent
6、er pilotbit or core barrel assemblies may be removed and the large inside diameter drill rods can act as a temporary casing for testing orinstallation of monitoring devices. This guide addresses casing-advancement equipment in which the drill rod (casing) is advancedby rotary force applied to the bi
7、t with application of static downforce to aid in the cutting process.1.3 This guide includes several forms of rotary wireline drilling configurations. General borehole advancement may beperformed without sampling by using a pilot roller cone or drag bit until the desired depth is reached.Alternately
8、, the material maybe continuously or incrementally sampled by replacing the pilot bit with a core-barrel assembly designed for coring either rockor soil. Rock coring should be performed in accordance with Practice D2113.1.4 UnitsThe values stated in both inch-pound and SI units either SI units or In
9、ch-Pound units given in brackets are to beregarded separately as the standard. The values given in parentheses are for information only.stated in each system may not beexactly equivalents; therefore, each system shall be used independently of the other. Combining values from the two system mayresult
10、 in non-conformance with the standard.1.5 All observed and calculated values are to conform to the guidelines for significant digits and rounding established in D6026.The procedures used to specify how data are collected/recorded or calculated in this standard are regarded as the industry standard.I
11、n addition, they are representative of the significant digits that generally should be retained. The procedures used do not considermaterial variation, purpose for obtaining the data, special purpose studies, or any considerations for the users objective; and it iscommon practice to increase or redu
12、ce the significant digits of reported data to be commensurate with these considerations. It isbeyond the scope of this standard to consider significant digits used in analysis method or engineering design.1.6 Direct rotary wireline drilling methods for geoenvironmental exploration will often involve
13、 safety planning, administration,and documentation. This guide does not purport to specifically address exploration and site safety.1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibilityof the user of this standard to estab
14、lish appropriate safety safety, health, and healthenvironmental practices and determine theapplicability of regulatory limitations prior to use.1.8 This guide offers an organized collection of information or a series of options and does not recommend a specific courseof action. This document cannot
15、replace education or experience and should be used in conjunction with professional judgment.Not all aspects of this guide may be applicable in all circumstances. This ASTM standard is not intended to represent or replacethe standard of care by which the adequacy of a given professional service must
16、 be judged, nor should this document be applied1 This guide is under the jurisdiction of ASTM Committee D18 on Soil and Rockand is the direct responsibility of Subcommittee D18.21 on Groundwater and VadoseZone Investigations.Current edition approved Feb. 15, 2012Dec. 15, 2017. Published December 201
17、2February 2018. Originally approved in 1995. Last previous edition approved in 20052012as D5876 95 (2005).(2012)1. DOI: 10.1520/D5876-95R12E01.10.1520/D5876_D5876M-17.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have
18、 been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official docu
19、ment.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1without consideration of a projects many unique aspects. The word “Standard” in the title of this document means onl
20、y that thedocument has been approved through the ASTM consensus process.1.9 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Standards, Guides and Recomm
21、endations issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2D653 Terminology Relating to Soil, Rock, and Contained FluidsD1452 Practice for Soil Exploration and Sampling by Auger BoringsD1586 Test Method for Standard Penetrat
22、ion Test (SPT) and Split-Barrel Sampling of SoilsD1587 Practice for Thin-Walled Tube Sampling of Fine-Grained Soils for Geotechnical PurposesD2113 Practice for Rock Core Drilling and Sampling of Rock for Site ExplorationD3550 Practice for Thick Wall, Ring-Lined, Split Barrel, Drive Sampling of Soils
23、D4630 Test Method for Determining Transmissivity and Storage Coefficient of Low-Permeability Rocks by In SituMeasurements Using the Constant Head Injection Test (Withdrawn 2017)3D4631 Test Method for Determining Transmissivity and Storativity of Low Permeability Rocks by In Situ Measurements UsingPr
24、essure Pulse Technique (Withdrawn 2017)3D5088 Practice for Decontamination of Field Equipment Used at Waste SitesD5092 Practice for Design and Installation of Groundwater Monitoring WellsD5099 Test Methods for RubberMeasurement of Processing Properties Using Capillary RheometryD5608 Practices for De
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