D54 粘土、轻质材料非金属矿 标准查询与下载

HS/T 77-2023 钙基钠基膨润土的鉴别

Identification of calcium sodium bentonite

JC/T 2710-2022 膨胀珍珠岩孔隙率测试方法

本文件规定了膨胀珍珠岩孔隙率测试方法的方法提要、仪器和试剂、样品制备、试验环境、试验步骤、结果计算和试验报告。 本文件适用于膨胀珍珠岩颗粒孔隙率的测定，其他多孔颗粒材料可参照使用。

Test method for porosity of expanded perlite

DB64/T 1754-2020 宁夏砖瓦用粘土矿产地质勘查技术规程

Ningxia Technical Regulations for Clay Mineral Geological Exploration for Brick and Tile

KS M 8426-2012 硅藻土(试剂)

이 표준은 시약용 규조토(이하 규조토라 한다.)에 대하여 적용한다.

Diatomaceous earth

YB/T 2429-2009 耐火材料用结合粘土可塑性检验方法

Method for testing the plasticity of bonded clay for refractory materials

ASTM D2850-03 粘土的松散-无排水三轴压缩试验的标准试验方法

1.1 This test method covers determination of the strength and stress-strain relationships of a cylindrical specimen of either undisturbed or remolded cohesive soil. Specimens are subjected to a confining fluid pressure in a triaxial chamber. No drainage of the specimen is permitted during the test. The specimen is sheared in compression without drainage at a constant rate of axial deformation (strain controlled).1.2 This test method provides data for determining undrained strength properties and stress-strain relations for soils. This test method provides for the measurement of the total stresses applied to the specimen, that is, the stresses are not corrected for pore-water pressure.Note 18212;The determination of the unconfined compressive strength of cohesive soils is covered by Test Method D 2166. Note 2The determination of the consolidated, undrained strength of cohesive soils with pore pressure measurement is covered by Test Method D 4767.1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D 6026.1.3.1 The method used to specify how data are collected, calculated, or recorded in this standard is not directly related to the accuracy to which the data can be applied in design or other uses, or both. How one applies the results obtained using this standard is beyond its scope.1.4 The values stated in SI units are to be regarded as the standard. The values stated in inch-pound units and given in parentheses are approximate.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.

Standard Test Method for Unconsolidated-Undrained Triaxial CompressionTest on Cohesive Soils

ASTM D2850-03a 粘土的松散-无排水三轴压缩试验的标准试验方法

1.1 This test method covers determination of the strength and stress-strain relationships of a cylindrical specimen of either undisturbed or remolded cohesive soil. Specimens are subjected to a confining fluid pressure in a triaxial chamber. No drainage of the specimen is permitted during the test. The specimen is sheared in compression without drainage at a constant rate of axial deformation (strain controlled).1.2 This test method provides data for determining undrained strength properties and stress-strain relations for soils. This test method provides for the measurement of the total stresses applied to the specimen, that is, the stresses are not corrected for pore-water pressure.Note 18212;The determination of the unconfined compressive strength of cohesive soils is covered by Test Method D 2166.Note 28212;The determination of the consolidated, undrained strength of cohesive soils with pore pressure measurement is covered by Test Method D 4767.1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D 6026.1.3.1 The method used to specify how data are collected, calculated, or recorded in this standard is not directly related to the accuracy to which the data can be applied in design or other uses, or both. How one applies the results obtained using this standard is beyond its scope.1.4 The values stated in SI units are to be regarded as the standard. The values stated in inch-pound units and given in parentheses are approximate.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.

Standard Test Method for Unconsolidated-Undrained Triaxial CompressionTest on Cohesive Soils

ASTM C689-03a 未焙烧粘土断裂模数的标准试验方法

1.1 This test method covers the determination of the modulus of rupture of ceramic whiteware clays both dry and after conditioning at 50 or 80 % relative humidity, or both.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.

Standard Test Method for Modulus of Rupture of Unfired Clays

ASTM D2166-00e1 粘性土无侧限抗压强度的标准试验方法

1.1 This test method covers the determination of the unconfined compressive strength of cohesive soil in the undisturbed, remolded, or compacted condition, using strain-controlled application of the axial load.1.2 This test method provides an approximate value of the strength of cohesive soils in terms of total stresses.1.3 This test method is applicable only to cohesive materials which will not expel or bleed water (water expelled from the soil due to deformation or compaction) during the loading portion of the test and which will retain intrinsic strength after removal of confining pressures, such as clays or cemented soils. Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined compression strength values. Note 1--The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D 2850.1.4 This test method is not a substitute for Test Method D2850.1.5 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026.1.5.1 The procedures used to specify how data are collected/recorded and calculated in this test method are regarded as the industry standard. In addition, they are representative of the significant digits that should generally 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; and it is common practice to increase or reduce significant digits of reported data to commensurate with these considerations. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design.1.6 The values stated in SI units are to be regarded as the standard. The values stated in inch-pound units are approximate.1.7 This standard does not purport to address all of the safety problems, 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 Test Method for Unconfined Compressive Strength of Cohesive Soil

ASTM D2166-00 粘性土无侧限抗压强度的标准试验方法

1.1 This test method covers the determination of the unconfined compressive strength of cohesive soil in the undisturbed, remolded, or compacted condition, using strain-controlled application of the axial load.1.2 This test method provides an approximate value of the strength of cohesive soils in terms of total stresses.1.3 This test method is applicable only to cohesive materials which will not expel or bleed water (water expelled from the soil due to deformation or compaction) during the loading portion of the test and which will retain intrinsic strength after removal of confining pressures, such as clays or cemented soils. Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined compression strength values. Note 1--The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D 2850.1.4 This test method is not a substitute for Test Method D2850.1.5 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026.1.5.1 The procedures used to specify how data are collected/recorded and calculated in this test method are regarded as the industry standard. In addition, they are representative of the significant digits that should generally 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; and it is common practice to increase or reduce significant digits of reported data to commensurate with these considerations. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design.1.6 The values stated in SI units are to be regarded as the standard. The values stated in inch-pound units are approximate.1.7 This standard does not purport to address all of the safety problems, 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 Test Method for Unconfined Compressive Strength of Cohesive Soil

SN/T 0486.3-1995 出口蛭石检验方法.筛分试验方法

Methods for inspection of vermiculite for export.Sieve test method1995-09-06

SN/T 0486.1-1995 出口蛭石检验方法.线膨胀倍数的检验方法（直接测量法）

Methods for inspection of vermiculite for export.Method for inspection of multiple linear expansion--Direct measurement method1995-09-06

SN/T 0486.2-1995 出口蛭石检验方法.线膨胀倍数快速检验方法（回归分析法）

Methods for inspection of vermiculite for export.Method for inspection of multiple linear expansion--Regression method1995-09-06

SN/T 0486.4-1995 出口蛭石检验方法.含砂量的检验方法

Methods for inspection of vermiculite for export.Method for inspection of sand content1995-09-06

JC/T 593-1995 膨润土试验方法

The test methods of Bentonite

JC/T 592-1995 膨润土

Bentonite

BS 7529:1991 活性干燥粘土规范

Requirements for clay primarily intended for use in packaging.

Specification for desiccant activated clay

STAS 11834/4-1990 农用机械．饲料联合加工机．主要参数

Prezentul standard stabile?te parametrii principali ai combinelor pentru recoltat furaje.

Agricultural machines. Fodder combines. Main parameters

STAS 11834/3-1990 农用机械的饲料收获收集和包装机械和设备．主要参数X

Prezentul standard stabile?te parametrii principali ai ma?inilor ?i echipamentele? r de adunat ?i balotat destinate pentru mecanizarea lucr?rilor de adunat, transportat ?i desc?rcat la locul de depozitare, a furajelor ?i finului ?n stare verde sau uscat?,

Agricultural machines for fodder harvesting gathering and baling machines and equipments main parameters

ISO 5795-1:1988 橡胶配方配合剂.高岭土.第1部分:测试方法(不包括在橡胶中的测试)

Rubber compounding ingredients; Kaolin clay; part 1: methods of test (excluding tests in rubber)