ASTM D5778 PDF

  • No Comments

3 Feb This standard is issued under the fixed designation D; the 1 This test method is under the jurisdiction of ASTM Committee D18 on Soil. ASTM D Standard Test Method for Electronic. Friction Cone and Piezocone Penetration Testing of. Soils. Recently updated standard describing. 1 Jan ASTM D Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils. standard by ASTM.

Author: Kagarr Talkree
Country: Luxembourg
Language: English (Spanish)
Genre: Video
Published (Last): 5 May 2017
Pages: 413
PDF File Size: 6.36 Mb
ePub File Size: 6.37 Mb
ISBN: 349-3-64221-262-8
Downloads: 51099
Price: Free* [*Free Regsitration Required]
Uploader: Goltidal

ASTM D5778 – 12

This method tests the soil in-situ and soil samples are not obtained. Other commonly used units such as the inch-pound system are shown in brackets. Tests performed using this test method provide a detailed astn of cone resistance which is useful for evaluation of site stratigraphy, homogeneity and depth to firm layers, voids or cavities, and other discontinuities.

Cone tip projected area is commonly referred to in centimetres for convenience.

Porewater pressure dissipation, after a push, can also be monitored for correlation to time rate of consolidation and permeability. The use of an inclinometer is highly recommended since it will provide information on potentially damaging situations during the sounding process.

Porewater pressure dissipation, after a push, can also be monitored for correlation to d5778 rate of consolidation and permeability.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Active view current version of standard. Note 1—This test x5778 does not include hydraulic or pneumatic penetrometers. Engineers may obtain soil samples from parallel borings for correlation purposes but prior information or experience may preclude the need for borings.

The various data reported should be displayed in mutually compatible units as agreed to by the client or user. Reliable results depend on many factors and Practice D provides a means of evaluating some of those factors.

  BADANIE NEUROLOGICZNE TO PROSTE FULLER PDF

Link to Active This link will always route to the current Active version of the standard. The use of a friction sleeve and porewater pressure element can provide an estimate of soil classification, and correlations with engineering properties of soils. The use of an inclinometer is highly recommended since it will provide information on potentially damaging situations during the sounding process. Other commonly used units such as the inch-pound system are shown in brackets. 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.

Note 3—The quality of the results produced by this standard is dependent on the competence of the personal performing the test, and the suitability of the equipment and facilities used. Other commonly used units d7578 as the inch-pound system are shown in brackets. Cone tip projected area is commonly referred to in square centimetres for convenience. Link to Active This link will always route to the current Active version 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.

Note This test method does not include hydraulic or pneumatic penetrometers. The various data reported should be displayed in mutually compatible units as agreed to by the client or user.

The values stated in each system are not equivalents; therefore, each system shall be used independently of the other. The use of an inclinometer is highly recommended since it will provide information on potentially damaging situations during the sounding process. 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 d57778 use.

Active view current version of standard. Within Section 13 on Calculations, SI units adtm considered the standard. Field tests using mechanical-type penetrometers are covered elsewhere by Test Method D The interpretation of the results from this test method provides estimates of the types of soil penetrated.

  COMPUESTOS POLIATOMICOS PDF

The various data reported should be displayed in mutually compatible units as agreed to by the client or user. Within Section 13 on Calculations, SI metric units are considered the standard.

Note 1—This test method does not include hydraulic or pneumatic penetrometers. The values stated in each system are not equivalents; therefore, each system must be used independently of the other. 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. Field tests using mechanical-type penetrometers are covered elsewhere by Test Method D Link to Active This link will always route to the current Active version of the standard.

This test method provides data d578 for estimating engineering properties of soil intended to help with the design and construction of earthworks, the foundations for structures, and the behavior of soils under static and dynamic loads. Pore pressure dissipation, after a push, can also be monitored for correlation to soil compressibility and permeability. The values stated in each system are not equivalents; therefore, each system must be used independently of the other.

aztm Cone tip projected area is commonly referred to in square centimetres for convenience. However, many of the procedural requirements herein could apply to those penetrometers.

However, many of the procedural requirements herein could apply to those penetrometers. Referenced Documents purchase separately The documents listed below are referenced r5778 the subject standard but are not provided as part of the standard.

When properly performed at suitable sites, the test provides a rapid means for determining subsurface conditions.