D10 地质矿产勘察与开发综合 标准查询与下载

DIN 21901 Bb.1:2012 矿区平面图.结构及标准表.补充件1:目录

Mine plans - Structure and list of standards - Supplement 1: Contents

DIN 21913-7:2012 矿区平面图.深度开采.第7部分:轴功

Mine plans - Deep mining - Part 7: Shaft plan

ASTM D7780-12 表示煤矿特征的地理空间数据的标准操作规程

This practice addresses coal mining geospatial data in general, as well as data relative to SMCRA, 30 CFR Part 700, et seq., and 30 CFR Part 800, et seq. This practice is significant to the coal mining community because it provides uniformity of geospatial data pertaining to coal mining features throughout the United States. Currently, each coal producing state organizes their data in a different method with their own naming conventions and terminology. By establishing national geospatial data standards, guidance is provided to RA programs that do not have geospatial data standards of their own. This practice will create an easier and more efficient way to utilize and share coal mining geospatial data relative to SMCRA between RAs and the coal mining community. The datasets may be served as layers, for example, in The National Map (http://nationalmap.gov), an online, interactive map service sponsored by a consortium of Federal, State, and local partners and hosted by the U.S. Geological Survey (USGS). Some RA data for coal mining feature attributes may not have values. Those RAs may not collect those attributes as part of their regulatory program or those attributes may not be applicable within their area of responsibility. As a result, a national dataset of coal mining features may appear to be incomplete for those RAs. Within its area of exclusive jurisdiction, each RA is the ADS for the coal mining geospatial data that it creates and uses to regulate mining activity. Limitations of Use8212;Uses of a national dataset are limited by several factors affecting the completeness, currency, and accuracy, of various data sources. Completeness8212;Participation in the compilation of spatial data may not be uniform across RAs, which may affect completeness, both in terms of spatial data, and associated attributes. For some RAs, this standard may not be applicable because features described herein do not occur within their area of responsibility. Currency8212;Source data is subject to change as a result of regulatory actions that may change the geographical location, extent, or attributes of particular features which may not be reflected in the national dataset. If detailed information is needed for individual features, the appropriate RA should be contacted for additional information. Data compiled in accordance with this standard is not intended to be used as a primary source for evaluating risk or safety. Data compiled in accordance with this standard is intended for informative purposes; it is not authoritative. 1.1 This practice defines a set of terms, procedures, and data required to define the accurate location and description of geospatial data for surface coal mining operations (CMO), underground coal mining extents, land reclamation and performance bond statuses, lands unsuitable for mining petitions (LUMP) and designated areas, coal spoil and refuse features, coal preparation plants, environmental resource monitoring locations (ERMLs), and postmining land uses. 1.2 This practice addresses mining geospatial data relative to the Surface Mining Control and Reclamation Act of 1977 (SMCRA). This geospatial data shall be obtained from each state, tribal, or federal coal mining regulatory authority (RA), or combinations thereof, authorized under SMCRA to regulate CMOs. 1.3 Units8212;The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this 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......

Standard Practice for Geospatial Data for Representing Coal Mining Features

DB36/ 615.3-2011 地质勘查单位安全标准化规范 坑探工程实施指南

Guidance for the Implementation of Safety Standardization Specifications for Pit Exploration Engineering in Geological Exploration Units

DB36/ 615.1-2011 地质勘查单位安全标准化规范 导则

Guidelines for Safety Standardization of Geological Exploration Units

DB36/ 615.2-2011 地质勘查单位安全标准化规范 钻探工程实施指南

Guidelines for the Implementation of Drilling Engineering Safety Standardization Specifications for Geological Exploration Units

DB37/T 1811-2011 地质钻探安全标准

Safety Standards for Geological Drilling

ASTM D6167-11 地球物理测量钻孔的标准指南:机械卡尺

An appropriately developed, documented, and executed guide is essential for the proper collection and application of caliper logs. This guide is to be used in conjunction with Guide D5753. The benefits of its use include the following: improving selection of caliper logging methods and equipment, caliper log quality and reliability, and usefulness of the caliper log data for subsequent display and interpretation. This guide applies to commonly used caliper logging methods for geotechnical applications. It is essential that personnel (see the Personnel section of Guide D5753) consult up-to-date textbooks and reports on the caliper technique, application, and interpretation methods.1.1 This guide covers the general procedures necessary to conduct caliper logging of boreholes, wells, access tubes, caissons, or shafts (hereafter referred as boreholes) as commonly applied to geologic, engineering, ground-water, and environmental (hereafter referred as geotechnical) investigations. Caliper logging for mineral or petroleum exploration and development are excluded. 1.1.1 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. 1.2 This guide defines a caliper log as a record of borehole diameter with depth. 1.2.1 Caliper logs are essential in the interpretation of geophysical logs since they can be significantly affected by borehole diameter. 1.2.2 Caliper logs are commonly used to measure borehole diameter, shape, roughness, and stability; calculate borehole volume; provide information on borehole construction; and delineate lithologic contacts, fractures, and solution cavities and other openings. 1.2.2.1 Borehole-diameter information is essential for calculation of volumetric rate from flowmeter logs. 1.2.2.2 Caliper logs provide useful information for borehole completion and testing. 1.2.2.3 Caliper logs are used to locate the optimum placement of inflatable packers for borehole testing. Inflatable packers can only form an effective seal within a specified range of borehole diameters, and can be damaged if they are set in rough or irregular parts of the borehole. 1.2.2.4 Caliper logs are used to estimate the volume of borehole completion material (cement, gravel, etc.) needed to fill the annular space between borehole and casing(s) or well screen. 1.2.2.5 Caliper logs may be applied to correlate lithology between boreholes based upon enlargements related to lithology. The measured borehole diameter may be significantly different than the drilled diameter because of plastic formations extruded into the borehole and friable formations enlarging the borehole. A series of caliper logs may also show increases or decreases in borehole diameter with time. 1.3 This guide is restricted to mechanically based devices with spring-loaded......

Standard Guide for Conducting Borehole Geophysical Logging: Mechanical Caliper

ASTM D7046-11 地下探测用金属探测法使用指南

Concepts: This guide summarizes the equipment, field procedures, and interpretation methods for using the metal detection method for locating subsurface metallic objects. Personnel requirements are as discussed in Practice D3740. Method8212;Metal detectors are electromagnetic instruments that work on the principle of induction, using typically two coils (antennas); a transmitter and a receiver. Both coils are fixed in respect to each other and are used near the surface of the earth. Either an alternating or a pulsed voltage is applied to the transmitter coil causing electrical eddy currents to be induced in the earth. The electrical currents flowing in the earth are proportional to electrical conductivity of the medium. Theses currents generate eddy currents in buried metallic objects that is detected and measured by the receiver (Fig. 1). Parameter Measured and Representative Values: Frequency Domain Metal Detectors: Frequency domain metal detectors apply an alternating current having a fixed frequency and amplitude to the transmit coil which generates a time-varying magnetic field around the coil. This field induces eddy currents in nearby metallic objects that in turn generate time-varying magnetic fields of their own. These eddy-fields induce a voltage in the receiver coil. The presence of metal causes small changes in the phase and amplitude of the receiver voltage. Most metal detectors amplify the differences in the receiver coil voltage caused by nearby metal and generate an audible sound or meter (analog or digital) reading. Ground conductivity meters (frequency domain metal detectors) measure the two-components of the secondary magnetic field simultaneously. The first is the quadrature-phase component which indicates soil electrical conductivity and is measured in millisiemens per meter (mS/m). The second is the inphase component, which is related to the subsurface magnetic susceptibility and is measured in parts per thousand (ppt) (that is, the ratio between the primary and secondary magnetic fields). (1) Conductivity Measurements (Quadrature-Phase Component)Metallic objects within a few feet of the surface will cause induced magnetic field distortions that will result in zero or even negative values of measured conductivity. Deeper metallic objects will cause less field distortion and lead to measured conductivities which are abnormally high in comparison to site background values. (2) Inphase ComponentInphase measurements are more sensitive to metal than conductivity measurements. Thus, inphase anomalies may indicate the presence of metal at a greater depth than the conductivity measurements. Time Domain Metal Detectors: In time domain metal detectors, a transmitter generates a pulsed primary magnetic field in the earth. After each pulse, secondary magnetic fields are induced briefly from moderately conductive earth, and for a longer time from metallic targets. Between each pulse, the metal detector waits until the response from the conductive earth dissipates, and then measures the prolonged buried metal response. This response is measured in millivolts (mV). Equipment8212;Metal detectors generally consist of transmitter electronics and transmitter coil, power supply, receiver electronics and receiver coil. Metal detectors are usually single indiv........

Standard Guide for Use of the Metal Detection Method for Subsurface Exploration

ASTM D6236-11 水泥或坚固的石灰质土壤取岩芯或测井标准指南

Coring is performed to evaluate construction control and physical properties of stabilized soil. Coring is conducted to determine the quality and the total thickness of the stabilized soil and to evaluate bonding between lifts. Coring stabilized soil before it has cured to at least 2100 kPa (300 psi) compressive strength can cause excessive breakage in the core. If lab-cured specimens are prepared, samples may be cored to correlate with specified break intervals of the lab-cured specimens. Typical curing time intervals are 7, 28, 60, or 90 days or combinations thereof after placement. Twenty-eight (28) days after placement is the most common time interval for first drilling cores. Note 28212;The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D3740 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice D3740 does not in itself assure reliable results. Reliable results depend on many factors; Practice D3740 provides a means of evaluating some of those factors.1.1 This guide covers obtaining cores of soil-cement or lime-stabilized soil for use in determining compressive strength, lift thickness and bond strength, and other physical properties. This guide is primarily for use in coring through shallow (0.3 to 3 m (1 to 10 ft) thick) layers of cement or lime-stabilized soils containing particles < 50 mm (2 in.) in diameter to the underlying foundation. Note 18212;This guide could be used for some Class C self-cementing fly ash materials, which may also stabilize soil. 1.2 This guide does not cover material of less than 2100 kPa (300 psi) compressive strength such as cement-soil-bentonite mixtures or some controlled low strength materials (CLSM). 1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026. 1.4 The values stated in SI units are to be regarded as the standard. Other values are examples or for information only. 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 precautionary statements are given in Section 8. 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 guide 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 guide 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 guide 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......

Standard Guide for Coring and Logging Cement - or Lime-Stabilized Soil

DZ/T 0227-2010 地质岩心钻探规程

Geological core drilling regulations

MT/T 1090-2008 煤炭资源勘查煤质评价规范

本标准规定了煤炭资源勘查各阶段对煤质评价的要求。 本标准适用于煤炭资源勘查各阶段设计编制、采样测试、煤质研究、勘查报告的编制。

Evaluation of coal quality in coal resource exploration

DZ/T 0225-2009 浅层地热能勘查评价规范

本标准规定了浅层地热能勘查评价的任务、基本内容、区域浅层地热能调查和场地浅层地热能勘查方法、浅层地热能开发利用评价、勘查资料整理和报告编写等基本内容。本标准给出了浅层地热能勘查设计书编制、工作布置、浅层地热能计算、报告编写、审批以及浅层地热能利用和管理的依据。本标准适用于区域浅层地热能调查和场地浅层地热能勘查。

Specification for shallow geothermal energy investigation and evaluation

DZ/T 0247-2009 1 : 1 000 000海洋区域地质调查规范

本标准规定了海域区域地质调查主要任务、基本内容、调查方法、实验测试技术和成果资料整理等技术内容。本标准适用于我国海域1 : 1 000 000区域地质调查、室内资料的整理、图件编制和有关样品的测试。

Specifications for regional marine geological survey (scale: 1 : 1 000 000)

DIN 21919-2:2008 矿山平面图.地层学.第2部分:区域和局部细分.硬煤

Mine plans - Stratigraphy - Part 2: Regional and local subdivisions - Hard coal

DIN 21902-2:2008 矿山平面图.采矿专用平面图的结构.第2部分:矿山平面图的完成

Mine plans - Structure of mining specific plans - Part 2: Completion of mine plans

DIN 21913-3:2008 矿山平面图.地下采矿.第3部分:地下作业的封闭

Mine plans - Deep mininng - Part 3: Closure of underground workings

ASTM D2113-08 现场斟探用金刚石钻取岩芯和取样的标准试验方法

Rock cores are samples of record of the existing subsurface conditions at given borehole locations. The samples are expected to yield significant indications about the geological, physical, and engineering nature of the subsurface for use in the design and construction of an engineered structure (see Guide D 420 . The core samples need to be preserved using specific procedures for a stipulated time (Practices D 5079). The period of storage depends upon the nature and significance of the engineered structure. Rock cores always need to be handled such that their properties are not altered in any way due to mechanical damage or changes in ambient conditions of moisture and temperature or other environmental factors. 1.1 This practice covers the guidelines, requirements, and procedures for core drilling, coring, and sampling of rock for the purposes of site investigation. The borehole could be vertical, horizontal, or angled. 1.2 This practice is described in the context of obtaining data for the design, construction, or maintenance of structures, and applies to surface drilling and drilling from adits and exploratory tunnels. 1.3 This practice applies to core drilling in hard and soft rock. 1.4 This practice does not address considerations for core drilling for geo-environmental site characterization and installation of water quality monitoring devices (see Guides D 5782 and D 5783). 1.5 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.6 This practice does not purport to comprehensively address all of the methods and the issues associated with coring and sampling of rock. Users should seek qualified professionals for decisions as to the proper equipment and methods that would be most successful for their site investigation. Other methods may be available for drilling and sampling of rock, and qualified professionals should have flexibility to exercise judgment as to possible alternatives not covered in this practice. This practice is current at the time of issue, but new alternative methods may become available prior to revisions; therefore, users should consult with manufacturers or producers prior to specifying program requirements.This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice 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. Also, the user must comply with prevalent regulatory codes, such as OSHA (Occupational Health and Safety Administration) guidelines, while using this practice. For good safety practice, consult applicable OSHA regulations and other safety guides on drilling (1).

Standard Practice for Rock Core Drilling and Sampling of Rock for Site Investigation

MT/T 1043-2007 遥感煤田地质填图技术规程

本标准规定了遥感煤田地质填图（1:50000、1:25000、1:10000、1:5000）的目的、工作程度、工作方法及精度要求，并规定了设计编制、原始编录、资料整理、成图方法、填图报告编制、检查验收 等要求。 本标准适用于不同类型地质可解译程度地区的煤田地质勘查阶段（1:50000、1:25000、1:10000、1:5000）使用航天、航空遥感技术进行的煤田地质填图。 本标准可作为煤田地质填图以外的其他遥感地质填图参考性技术标准。

Technological regulations of remote sensing mapping for coalfield geology

MT/T 1044-2007 煤炭地质勘查报告编写规范

本标准规定了煤炭地质勘查报告的性质、用途、编写基本准则和编写要求，适用于煤炭地质勘查报告的编写。

Writing criterion of reporting for coal geology