D04 基础标准与通用方法 标准查询与下载



共找到 354 条与 基础标准与通用方法 相关的标准,共 24

The document specifies a method for the determination of the sand equivalent value in the 0/2 mm for natural aggregates.

Tests for geometrical properties of aggregates - Part 8: Assessment of fines - Sand equivalent test; German version EN 933-8:1999

ICS
91.100.15
CCS
D04
发布
1999-05
实施

1.1 This test method covers the determination of total carbon and sulfur in metal bearing ores and related materials such as tailings and waste rock within the following ranges:AnalyteApplication Range, % Quantitative Range, %Total Carbon0 to 10 0.08 to 10Total Sulfur0 to 8.80.023 to 8.8Note 1--The test methods were tested over the following ranges:Total Carbon- 0.01 to 5.87 %Total Sulfur- 0.0002 to 4.70 %Residual Carbon from Pyrolysis- 0.002 to 4.97 %Residual Sulfur from Pyrolysis- 0.014 to 1.54 %Pyrolysis Loss Sulfur- 0 to 4.42 %Hydrochloric Acid Insoluble Carbon- 0.025 to 0.47 %Hydrochloric Acid Loss Carbon- 0 to 5.78 %Hydrochloric Acid Insoluble Sulfur- 0.012 to 4.20 %.1.2 The quantitative ranges for the partial decomposition test methods are dependent on the mineralogy of the samples being tested. The user of these test methods are advised to conduct an interlaboratory study in accordance with Practice E1601 on the test methods selected for use at a particular mining site, in order to establish the quantitative ranges for these test methods on a site-specific basis.1.3 The test methods appear in the following order: SectionsCarbon and Sulfur, Hydrochloric Acid Insoluble12.13 - 12.18Carbon and Sulfur, Residual from Pyrolysis12.7 - 12.12Carbon and Sulfur, Total12.1 - 12.61.4 The values stated in SI units are to be regarded as standard.1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Specific warning statements are given in Section 7.

Standard Test Method for Analysis of Metal Bearing Ores and Related Materials by Combustion Infrared Absorption Spectrometry

ICS
71.040.50 (Physicochemical methods of analysis)
CCS
D04
发布
1999
实施

1.1 This test method covers the laboratory determination of the mass unit per area of a sample of a geosynthetic clay liner (GCL). The dry mass of the clay can be found by simply subtracting the manufacturer's reported nominal mass of the geosynthetic component(s) from the total mass of the dry GCL. The moisture content of the GCL can also be determined by subtracting the initial total mass of the GCL from the total mass of the dry GCL. 1.2 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. See Section 7 for specific precautionary statements.

Standard Test Method for Measuring Mass Per Unit of Geosynthetic Clay Liners

ICS
91.100.15 (Mineral materials and products)
CCS
D04
发布
1999
实施

1.1 This test method covers the laboratory determination of the mass per unit area of a sample of a geosynthetic clay liner (GCL). The dry mass of the clay can be found by simply subtracting the manufacturer's reported nominal mass of the geosynthetic component(s) from the total mass of the dry GCL. The moisture content of the GCL can also be determined by subtracting the initial total mass of the GCL from the total mass of the dry GCL.1.2 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. See Section 7 for specific precautionary statements.

Standard Test Method for Measuring Mass Per Unit of Geosynthetic Clay Liners

ICS
91.100.15 (Mineral materials and products)
CCS
D04
发布
1999
实施

1.1 This practice is intended to assist in the use of uniform methods of indicating the number of digits that are to be considered significant and rounding for intermediate calculations when reporting geotechnical test results. 1.2 This practice uses a variation of the traditional rounding method (see Practice E 29) that recognizes the algorithm common to most hand-held calculators.

Standard Practice for Using Significant Digits in Geotechnical Data

ICS
07.020 (Mathematics)
CCS
D04
发布
1999
实施

The document specifies a method for the determination of the methylen blue value of fines contained in sand or all-in-aggregates.

Tests for geometrical properties of aggregates - Part 9: Assessment of fines; methylene blue test; German version EN 933-9:1998

ICS
91.100.15
CCS
D04
发布
1998-12
实施

Testing of direct shear strength for rock and soil

ICS
CCS
D04
发布
1998-11-10
实施
1999-04-01

Testing of cutting resistance for coal and rock

ICS
CCS
D04
发布
1998-11-10
实施
1999-04-01

Testing of shear strength for thick particle rock and soile by large triaxiae

ICS
CCS
D04
发布
1998-11-10
实施
1999-04-01

Testing method of rheologic characteristic for direct shear of rock and soil

ICS
CCS
D04
发布
1998-11-10
实施
1999-04-01

Testing of shear strength for rock mass in situ

ICS
CCS
D04
发布
1998-11-10
实施
1999-04-01

この規格は,鉱石中の0.5g/t以上1000g/t以下の金及び1g/t以上1500g/t以下の銀の定最方法について規定する。

Method for determination of gold and silver in ores

ICS
73.060.01
CCS
D04
发布
1998-08-20
实施

The document specifies a method for the determination of shell content in a sample of coarse aggregates. It applies to natural aggregates. The test method is applicable to aggregate sizes between 4 mm and 63 mm nominal size.

Tests for geometrical properties of aggregates - Part 7: Determination of shell content; percentage of shells in coarse aggregates; German version EN 933-7:1998

ICS
91.100.15
CCS
D04
发布
1998-05
实施

An inclinometer is a device for measuring deformation normal to the axis of a pipe by passing a probe along the pipe and measuring the inclination of the probe with respect to the line of gravity. Measurements are converted to distances using trigonometric functions. Distances are summed to find the position of the pipe. Successive measurements give differences in position of the pipe and indicate deformation normal to the axis of the pipe. In most cases the pipe is installed in a near-vertical hole. Measurements indicate subsurface horizontal deformation. In some cases the pipe is installed horizontally and the measurements indicate vertical deformation. Inclinometers are also called slope inclinometers or slope indicators. Typical applications include measuring the rate of landslide movement and locating the zone of shearing, monitoring the magnitude and rate of horizontal movements for embankments and excavations, monitoring the settlement and lateral spread beneath tanks and embankments, and monitoring the deflection of bulkheads, piles or structural walls.1.1 This test method covers the use of inclinometers to monitor the internal movement of ground. The test method covers types of instruments, installation procedures, operating procedures and maintenance requirements. It also provides formulae for data reduction.1.2 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only.1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate health and safety practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Monitoring Ground Movement Using Probe-Type Inclinometers

ICS
13.080.99 (Other standards related to soil quality
CCS
D04
发布
1998
实施

1.1 This guide covers a general approach to planning field investigations that is useful for any type of environmental investigation with a primary focus on the subsurface and major factors affecting the surface and subsurface environment. Generally, such investigations should identify and locate, both horizontally and vertically, significant soil and rock masses and ground water conditions present within a given site area and establish the characteristics of the subsurface materials by sampling or in situ testing, or both. The extent of characterization and specific methods used will be determined by the environmental objectives and data quality requirements of the investigation. This guide focuses on field methods for determining site characteristics and collection of samples for further physical and chemical characterization. This guide does not address special considerations required for characterization of karst and fractured rock terrane. In such hydrogeologic settings refer to Quinlan and Guide D5717, (1). 1.2 This guide refers to ASTM standard methods by which soil, rock, vadose zone, and ground water conditions may be determined. Laboratory testing of soil, rock, and ground-water samples is specified by other ASTM standards which are not specifically discussed in this guide. Laboratory methods for measurement of physical properties relevant to environmental investigations are included in Appendix X1. 1.3 The values stated in SI units are to be regarded as the standard. 1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Guide for Site Characterization for Environmental Purposes With Emphasis on Soil, Rock, the Vadose Zone and Ground Water

ICS
13.060.10 (Water of natural resources); 13.080.01
CCS
D04
发布
1998
实施

1.1 This test method covers an accelerated, destructive test method for geomembranes in a geotechnical application.1.2 This test is applicable to field fabricated geomembranes that are scrim reinforced or non reinforced.1.3 This test method is applicable for field seaming processes that use a chemical fusion agent or bodied chemical fusion agent, as the seaming mechanism.1.4 Subsequent decisions as to seam acceptance criteria are made according to the site-specific contract plans, specification and CQC/CQA documents.1.5 The values stated in both inch-pound and SI units are to be regarded separately as the standard. The values given in parentheses are for information only.1.6 Hazardous Materials--Always consult the proper Material Safety Data Sheets for any Hazardous materials used for proper ventilation and protection. The use of the oven in this test method may accelerate fume production from the test specimen.1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicable of regulatory limitations prior to use.

Standard Test Method for Determining the Integrity of Field Seams Used in Joining Geomembranes by Chemical Fusion Methods

ICS
83.140.10 (Films and sheets)
CCS
D04
发布
1998
实施

Significance8212; The increased use of geomembranes as barrier materials to restrict fluid migration from one location to another in various applications, and the various types of seaming methods used in joining geomembrane sheets, has created a need to standardize tests by which the various seams can be compared and the quality of the seam systems can be evaluated. This test method is intended to meet such a need. Use8212;Accelerated seam test provides information as to the status of the field seam. Data obtained by this test method should be used with site-specific contract plans, specification and CQC/CQA documents. This test method is useful for specification testing and for comparative purposes, but does not necessarily measure the ultimate strength that the seam may acquire.1.1 This test method covers an accelerated, destructive test method for geomembranes in a geotechnical application.1.2 This test is applicable to field fabricated geomembranes that are scrim reinforced or non reinforced.1.3 This test method is applicable for field seaming processes that use a chemical fusion agent or bodied chemical fusion agent, as the seaming mechanism.1.4 Subsequent decisions as to seam acceptance criteria are made according to the site-specific contract plans, specification and CQC/CQA documents.1.5 The values stated in both inch-pound and SI units are to be regarded separately as the standard. The values given in parentheses are for information only.1.6 Hazardous Materials--Always consult the proper Material Safety Data Sheets for any Hazardous materials used for proper ventilation and protection. The use of the oven in this test method may accelerate fume production from the test specimen.1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicable of regulatory limitations prior to use.

Standard Test Method for Determining the Integrity of Field Seams Used in Joining Geomembranes by Chemical Fusion Methods

ICS
83.140.10 (Films and sheets)
CCS
D04
发布
1998
实施

Direct observation of the subsurface by the collection of soil and rock samples is an essential part of site characterization for environmental purposes (see 7.1.7 of Guide D 5730). This guide provides information on the major types of soil and rock sampling devices used on drill rigs to assist in selection of devices that are suitable for known site geologic conditions, and provide samples that meet project objectives. This guide should not be used as a substitute for consulting with someone experienced in sampling soil or rock in similar formations before determining the best method and type of sampling. This guide should be used in conjunction with Guides D 2113 and D 6151 and drilling method-specific guides (see Guides D 5781, D 5782, D 5783, D 5784, D 5872, D 5875 and D 5876) as part of developing a detailed site investigation and sampling plan (see 5.1.5 of Guide D 5730) for sites that require mobilization of a drill rig for subsurface investigations. The selection of drilling methods and sampling devices goes hand-in-hand. In some cases soil sample requirements may influence choice of drilling method, or conversely, types of available drill rigs may influence choice of sampling devices. This guide should be used in conjunction with Guide D 5434 for field logging of soil and rock samples, Practice D 5911 for data elements to identify a soil sampling site, and where appropriate, Practice D 4220, for preserving and transporting soil samples, Practice D 5070 for preserving and transporting rock core samples, Practice D 3694 for preparation of sample containers and for preservation of organic constituents, and Practice 5088 for decontamination of field equipment used at nonradioactive waste sites.1.1 This guide covers guidance for the selection of soil and rock sampling devices used with drill rigs for the purpose of characterizing in situ physical and hydraulic properties, chemical characteristics, subsurface lithology, statigraphy, and structure, and hydrogeologic units in environmental investigations.

Standard Guide for Selection of Soil and Rock Sampling Devices Used With Drill Rigs for Environmental Investigations

ICS
13.080.99 (Other standards related to soil quality
CCS
D04
发布
1998
实施

1.1 This guide covers guidance for the selection of soil and rock sampling devices used with drill rigs for the purpose of characterizing in situ physical and hydraulic properties, chemical characteristics, subsurface lithology, statigraphy, and structure, and hydrogeologic units in environmental investigations.

Standard Guide for Selection of Soil and Rock Sampling Devices Used With Drill Rigs for Environmental Investigations

ICS
13.080.99 (Other standards related to soil quality
CCS
D04
发布
1998
实施

This guide, when used in conjunction with Guide D 5730, provides direction to the selection of the various ASTM standards that are available for the investigation of soil, rock, the vadose zone, ground-water, and other media where the investigations have an environmental purpose and are conducted in cold regions of the world. It is intended to improve consistency of practice and to encourage rational planning of a site characterization program by providing information to assist in the design of an environmental reconnaissance or investigation plans. This guide is intended to provide information that will help minimize the effect of site characterization operations on areas of frozen ground or permafrost and increase the safety of environmental operations in cold regions. This guide presents information and references for site characterization for environmental purposes in cold regions of the world. 1.1 Use this guide in conjunction with Guide D 5730. 1.2 This guide describes special problems to be considered when planning field investigations in cold regions. The primary focus of this guide is presenting the special problems and concerns of site characterization in the cold regions of the world. 1.3 Laboratory testing of soil, rock, and ground-water samples is specified by other ASTM standards that are not specifically discussed in this guide. Laboratory methods for measurement of physical properties relevant to environmental investigations are included in Guide D 5730. 1.4 The values stated in SI units are to be regarded as the standard. 1.5 This guide emphasizes the care that must be taken by all field personnel during operations in tundra and permafrost areas of the world. 1.6 This guide offers an organized collection of information or a series of options and does not recommend a specific course of action. This document cannot 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 replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project's many unique aspects. The word "Standard" in the title of this document means only that the document has been approved through the ASTM consensus process. 1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Guide for Environmental Site Characterization in Cold Regions

ICS
19.040 (Environmental testing)
CCS
D04
发布
1998
实施



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