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: Dill Kehn
Country: Zimbabwe
Language: English (Spanish)
Genre: Relationship
Published (Last): 17 May 2015
Pages: 465
PDF File Size: 2.95 Mb
ePub File Size: 17.77 Mb
ISBN: 575-5-26999-132-6
Downloads: 71659
Price: Free* [*Free Regsitration Required]
Uploader: Shaktibar

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

Active Risk Management

This method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state. 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, aetm the suitability of the equipment and facilities used.

In addition, they are representative of the significant digits that should generally be retained. For soils that will not retain a stable shape, a vane shear test or Test Method D can be used to determine sensitivity.

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. The values stated in each system may not d2616 exact equivalents; therefore, each system shall be used independently of the other. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard.

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

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.

  LA VENTANA DE JOHARI PDF

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

In addition, they are representative of the significant digits c2166 should generally be retained. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system. Combining values from the two systems may result in non-conformance with the standard. The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D The procedures used do not consider material ast, 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.

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. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

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 values stated in inch-pound units are approximate.

Note The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design.

In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

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. Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. In addition, they are representative of the significant digits that should generally be retained.

  GREG EGAN AXIOMATICO PDF

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. 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. V2166 of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results.

Link to Active This link will always route to the current Active version of the standard. It is scientifically d21166 to combine the use of two separate sets of inch-pound units within a single standard.

Active view current version of standard. Historical Version s – view previous versions of standard. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Link asttm Active This link will always route to the current Active version of the standard. Link to Active This link will always route to the current Active version of the standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

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