ASTM D2166 PDF

This standard is issued under the fixed designation D/DM; the 1 This test method is under the jurisdiction of ASTM Committee D18 on Soil and. GeoTesting Express is a provider of Soil Testing Services – ASTM D, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. Page 1. ASTM D Unconfined Compressive Strength. Page 2. Page 3.

Author: Shasho Mijar
Country: Mali
Language: English (Spanish)
Genre: Spiritual
Published (Last): 11 May 2006
Pages: 348
PDF File Size: 19.66 Mb
ePub File Size: 10.85 Mb
ISBN: 942-6-80383-632-8
Downloads: 85839
Price: Free* [*Free Regsitration Required]
Uploader: Zujar

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.

Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D Note The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D Active view current version of standard.

The values stated in inch-pound units are approximate. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard.

Active Risk Management

Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. In addition, they are representative of the significant digits that should generally be retained.

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Active view current version of standard. This implicitly combines two separate systems of units; that ashm, the absolute system and the gravitational system.

Related Posts  BAILANDO CON EL DIABLO SHERRILYN KENYON DESCARGAR PDF

Combining values from the two systems may result in non-conformance with the standard. In addition, asstm are representative of the significant digits that should generally be retained. It is the responsibility of the user of this standard d22166 establish appropriate safety and health practices and determine the applicability of d22166 limitations prior to use.

Combining values from the two systems may result in non-conformance with the astk.

Link to Active This link will always route to the current Active version of the standard. This implicitly combines two separate systems of units; that is, the absolute system and dd2166 gravitational system. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

ASTM D / DM – 16 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil

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 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. 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. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

This method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Related Posts  BUILDING CONSTRUCTION AND GRAPHIC STANDARDS ANDRE GROBBELAAR PDF

Historical Version s – view previous versions of standard. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Link to Active This link will always route f2166 the current Active version of the standard. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. 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.

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. Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D 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.

In addition, they are representative of the significant digits that should generally be retained.

The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D Link to Active This link will always route to the current Active version of the standard. 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. It is the responsibility x2166 the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

For soils that will not retain a stable shape, a vane shear test or Test Method D asmt be used to determine sensitivity.