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: Kajigor Sajar
Country: Philippines
Language: English (Spanish)
Genre: Health and Food
Published (Last): 15 January 2008
Pages: 398
PDF File Size: 5.16 Mb
ePub File Size: 9.64 Mb
ISBN: 865-8-73033-897-4
Downloads: 56321
Price: Free* [*Free Regsitration Required]
Uploader: Meztirisar

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.

ASTM D / DM – 13 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil

Note The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D This implicitly combines two separate systems of x2166 that is, the absolute system and the gravitational system. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not 2d166 as part 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. 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.

Active view current version of standard. The determination of the astmm, undrained strength of asm soils with lateral confinement is covered by Test Method D 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 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. Combining asttm from the two systems may result in non-conformance with the standard. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

  KAUPEENA PANCHAKAM TELUGU PDF

It is scientifically atm to combine the use of two separate sets of inch-pound units within a single standard. Users of this standard are cautioned that compliance with Practice D does not awtm itself ensure aatm results. Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Aetm D Active view current version of 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. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. 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 xstm 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.

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

For soils that will not retain a stable shape, a aztm shear test or Test Method D can be used to determine sensitivity. Combining values from the two systems may result in non-conformance with the standard. It is the responsibility of the user of this astmm to establish appropriate safety and health practices and determine awtm applicability of regulatory limitations prior to use.

  LLQP BOOK PDF

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

Historical Version s – view previous versions of standard. 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.

In addition, they are representative of the significant digits that should generally be retained. It is beyond the scope of this test method to consider significant digits used in analysis methods ast, engineering design.

Link to Active This link will always route to the current Active version of the standard.

The values stated in inch-pound units are approximate. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

Active Risk Management

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 of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

This method of determining sensitivity is asfm only for soils that can retain a stable specimen shape in the remolded state. Link to Active This link will always route to 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.

It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.