13.080.99 有关土质的其他标准 标准查询与下载

GSO ISO 15800:2013 土壤质量 与人类接触相关的土壤特征

This International Standard gives guidelines on the kind and extent of soil characterization necessary for the evaluation of human exposure to substances that can cause adverse effects. The possibilities of standardizing the calculations used for the assessment of human exposure are not included in this International Standard. The information needed for evaluation of human exposure to contaminants leached from soil to surface and/or groundwater or transferred by runoff is not included in this International Standard. Aspects related to radioactivity and pathogens in soil and potential human exposure hereto are also not included in this International Standard

Soil quality -- Characterization of soil with respect to human exposure

GSO ISO 15176:2013 土壤质量 开挖土壤材料和其他用于再利用的土壤的特性

This International Standard provides guidance on the range of tests that may be necessary to characterize soil materials intended to be excavated and re-used, with or without preliminary treatment. Soil materials include excavated soil, dredged materials, fill materials, manufactured soils and soil treated to remove or destroy contaminants. It takes into account the different requirements of top soil, sub-soil and other soil materials such as sediments or treated soils. International Standard methods are listed where available. The test methods are intended to cover a range of possible end uses, such as:  play areas for small children, including nursery schools, kindergardens, etc.,  schools,  gardens and other residential areas,  allotments,  horticulture,  agriculture,  forestry,  recreational areas, e.g. parks, sport fields,  restoration of damaged ecosystems,  construction sites. It is intended to be of use in determining the suitability of soil materials for re-use, and the assessment of the environmental impacts that might arise from re-use.This International Standard is not applicable to the placement of soil materials in an aqueous environment or to restore underground workings. It does not address geotechnical requirements when soil materials are to be used as construction material.

Soil quality -- Characterization of excavated soil and other soil materials intended for re-use

GSO ISO 15799:2013 土壤质量 土壤和土壤材料的生态特性指南

This International Standard provides guidance on the selection of experimental methods for the assessment of the ecotoxic potential of soils and soil materials (e.g. excavated and remediated soils, refills, embankments) with respect to their intended use and possible adverse effects on aquatic and soil-dwelling organisms, and habitat maintenance and the retention function of the soil. It does not cover tests for bioaccumulation. Genotoxicity tests using eukaryotic organisms in soils are not yet available. It is not applicable to the ecological assessment of uncontaminated soils with a view to natural, agricultural or horticultural use, such soils being of possible interest where they can serve as a reference for the assessment of soils from contaminated sites. Nor is the interpretation of the results gained by application of the proposed methods within its scope.

Soil quality -- Guidance on the ecotoxicological characterization of soils and soil materials

GSO ISO 19258:2013 土壤质量 定义核心价值的指南

This International Standard provides guidance on the principles and main methods for the determination of pedo-geochemical background values and background values for inorganic and organic substances in soils. This International Standard gives guidance on strategies for sampling and data processing and identifies methods for sampling and analysis. This International Standard does not give guidance on the determination of background values for groundwater and sediments.

Soil quality -- Guidance on the determination of background values

DIN 19706:2013 土质.暴露于风蚀危险的土壤的测定

Soil quality.Determination of the soil erosion risk caused by wind

ASTM D6230-13 用探针式测斜仪监测地面移动的标准试验方法

4.1 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. 4.2 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.Note 1—Notwithstanding the statements on precision and bias contained in this test method, the precision of this test method 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. Users of these test methods are cautioned that compliance with Practice D3740 does not in itself ensure reliable results. Reliable testing depends on many factors; Practice D3740 provides a means of evaluating some of those factors. 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 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026 unless superseded by this test method. 1.2.1 The procedures used to specify how data are collected, recorded or calculated in this test method are regarded as the industry standard. In addition, they are representative of the significant digits that generally should be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations. It is beyond the scope of this test method to consider significant digits used in analytical methods for engineering design. 1.3 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only.

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

DIN 19682-8:2012 土质. 现场试验. 第8部分: 采用螺旋钻洞法对导水性的测定

Soil quality - Field tests - Part 8: Determination of the hydraulic conductivity by auger hole method

DIN 19662:2012 土质. 现场试验. 使用手持式穿透计测定土壤的穿透阻力

Soil quality - Field tests - Determination of soil penetration resistance by means of a hand held penetrometer

DB11/T 864-2012 园林绿化种植土壤

landscaping planting soil

BS ISO 28901:2011 土壤品质.为预防流行病进行动物尸体掩埋用指南

Soil quality. Guidance for burial of animal carcasses to prevent epidemics

LST EN ISO 19258:2011 土壤质量 背景值测定指南（ISO 19258:2005）

Soil quality - Guidance on the determination of background values (ISO 19258:2005)

DS/EN ISO 19258:2011 土壤质量 背景值测定指南

This International Standardprovides guidance on the principles and main methods for the determination of pedo-geochemical background values and background values for inorganic and organic substances in soils. This International Standard gives guidance on strategies for sampling and data processing and identifies methods for sampling and analysis. This International Standard does not give guidance on the determination of background values for groundwater and sediments.

Soil quality - Guidance on the determination of background values

NF X31-606:2011 土壤质量.背景值的测定指南.

Soil quality - Guidance on the determination of background values.

ISO 28901:2011 土壤质量.为防疫情而埋葬动物尸体的指南

This International Standard provides guidance on environment-friendly burial methods of animal carcasses to prevent epidemics, to curtail the spread of the disease, to destroy the causative agents, and to dispose of the carcasses. This International Standard does not apply to the burial of animal carcasses resulting from natural death or by accident. Other methods of disposal are outside the scope of this International Standard. NOTE In some countries, infected animals or parts of animals cannot be buried on farms due to legislation but are subject to handling by licensed commercial landfills or incinerations.

Soil quality - Guidance for burial of animal carcasses to prevent epidemics

DIN EN ISO 19258:2011 土质.背景值的测定指南(ISO 19258-2005);德文版本EN ISO 19258-2011

Soil quality - Guidance on the determination of background values (ISO 19258:2005); German version EN ISO 19258:2011

BS EN ISO 19258:2011 土壤质量.基本值测定指南

This International Standard provides guidance on the principles and main methods for the determination of pedo-geochemical background values and background values for inorganic and organic substances in soils. This International Standard gives guidance on strategies for sampling and data processing and identifies methods for sampling and analysis. This International Standard does not give guidance on the determination of background values for groundwater and sediments.

Soil quality. Guidance on the determination of background values

EN ISO 19258:2011 土质.背景值的测定指南

This International Standard provides guidance on the principles and main methods for the determination ofpedo-geochemical background values and background values for inorganic and organic substances in soils.This International Standard gives guidance on strategies for sampling and data processing and identifiesmethods for sampling and analysis.This International Standard does not give guidance on the determination of background values forgroundwater and sediments.

Soil quality - Guidance on the determination of background values (ISO 19258:2005)

DIN 19682-9:2011 土壤质量.现场试验.第9部分:Determination of air permeability

Soil quality - Field tests - Part 9: Determination of air permeability

ASTM D7300-11 实验室测定恒定应变速率下冻土强度特性的标准试验方法

Understanding the mechanical properties of frozen soils is of primary importance to frozen ground engineering. Data from strain rate controlled compression tests are necessary for the design of most foundation elements embedded in, or bearing on frozen ground. They make it possible to predict the time-dependent settlements of piles and shallow foundations under service loads, and to estimate their short and long-term bearing capacity. Such tests also provide quantitative parameters for the stability analysis of underground structures that are created for permanent or semi-permanent use. It must be recognized that the structure of frozen soil in situ and its behavior under load may differ significantly from that of an artificially prepared specimen in the laboratory. This is mainly due to the fact that natural permafrost ground may contain ice in many different forms and sizes, in addition to the pore ice contained in a small laboratory specimen. These large ground-ice inclusions (such as ice lenses) will considerably affect the time-dependent behavior of full-scale engineering structures. In order to obtain reliable results, high-quality intact representative permafrost samples are required for compression strength tests. The quality of the sample depends on the type of frozen soil sampled, the in situ thermal condition at the time of sampling, the sampling method, and the transportation and storage procedures prior to testing. The best testing program can be ruined by poor-quality samples. In addition, one must always keep in mind that the application of laboratory results to practical problems requires much caution and engineering judgment. Note 18212;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 test method covers the determination of the strength behavior of cylindrical specimens of frozen soil, subjected to uniaxial compression under controlled rates of strain. It specifies the apparatus, instrumentation, and procedures for determining the stress-strain-time, or strength versus strain rate relationships for frozen soils under deviatoric creep conditions. 1.2 Values stated in SI units are to be regarded as the standard. 1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026. 1.3.1 For the purposes of comparing measured or calculated value(s) with specified limits, the measured or calculated value(s) shall be rounded to the nearest decimal or significant digits in the specified limits. 1.3.2 The procedures used to specify how data are collected/recorded or calculated, in this standard are regarded as the industry standard. In addition, they are representative of the significant digits that generally should be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; ......

Standard Test Method for Laboratory Determination of Strength Properties of Frozen Soil at a Constant Rate of Strain

ASTM D3999-11 用循环三轴器测定土壤的阻尼特性和模数的标准试验方法

The cyclic triaxial test permits determination of the secant modulus and damping coefficient for cyclic axial loading of a prismatic soil specimen in hydrostatically consolidated, undrained conditions. The secant modulus and damping coefficient from this test may be different from those obtained from a torsional shear type of test on the same material. The secant modulus and damping coefficient are important parameters used in dynamic, performance evaluation of both natural and engineered structures under dynamic or cyclic loads such as caused by earthquakes, ocean wave, or blasts. These parameters can be used in dynamic response analyses including, finite elements, finite difference, and linear or non-linear analytical methods. Note 18212;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 These test methods cover the determination of the modulus and damping properties of soils in either intact or reconstituted states by either load or stroke controlled cyclic triaxial techniques. The standard is focused on determining these properties for soils in hydrostatically consolidated, undrained conditions. 1.2 The cyclic triaxial properties of initially saturated or unsaturated soil specimens are evaluated relative to a number of factors including: strain level, density, number of cycles, material type, and effective stress. 1.3 These test methods are applicable to both fine-grained and coarse-grained soils as defined by the unified soil classification system or by Classification D2487. Test specimens may be intact or reconstituted by compaction in the laboratory. 1.4 Two test methods are provided for using a cyclic loader to determine the secant Young''s modulus (E) and damping coefficient (D) for a soil specimen. The first test method (A) permits the determination of E and D using a constant load apparatus. The second test method (B) permits the determination of E and D using a constant stroke apparatus. The test methods are as follows: 1.4.1 Test Method A8212;This test method requires the application of a constant cyclic load to the test specimen. It is used for determining the secant Young''s modulus and damping coefficient under a constant load condition. 1.4.2 Test Method B8212;This test method requires the application of a constant cyclic deformation to the test specimen. It is used for determining the secant Young''s modulus and damping coefficient under a constant stroke condition. 1.5 The development of relationships to aid in interpreting and evaluating test results are left to the engineer or office requesting the test. 1.6 Limitatio......

Standard Test Methods for the Determination of the Modulus and Damping Properties of Soils Using the Cyclic Triaxial Apparatus