ASTM D5778 PDF

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.

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Within Section 13 on Calculations, SI units are considered the standard.

Cone tip projected area is commonly referred to in square centimetres for convenience. The values stated in each system are not equivalents; therefore, each system shall be used independently of the other.

It r5778 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.

Other commonly used units such as the inch-pound system are shown in brackets. Users d5787 this standard are cautioned that compliance with Practice D does not in itself assure reliable results.

Pore pressure dissipation, after a push, can also be monitored for correlation to soil compressibility and permeability. Within Section 13 on Calculations, SI metric units are considered 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 wstm and facilities used. The use of an inclinometer is highly recommended since it will provide information on potentially damaging situations during the sounding process.

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However, many of the procedural requirements herein could apply to those penetrometers. Note This test method does not include hydraulic or pneumatic penetrometers. Within Section 13 on Calculations, SI units are considered the standard.

Referenced Documents purchase separately The documents listed below are xstm within the subject standard but are not provided as part of the standard. Note 1—This test method does not include hydraulic or pneumatic penetrometers. The various data d57788 should be displayed in mutually compatible units as agreed to by the client or user.

Note 1—This test method does not asstm hydraulic or pneumatic penetrometers. This method tests the d577 in-situ and soil samples are not obtained. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part 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. Porewater pressure dissipation, after a push, can also be monitored for correlation to time rate of consolidation and permeability.

ASTM D5778 – 12

Active view current version of standard. 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 to use. Link to Active This link will always route to the current Active version of the standard. Other commonly used units such as the inch-pound system are shown in brackets.

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The various data reported should be displayed in mutually compatible units as agreed to by the client or user.

This test method provides data used 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. Tests performed using this test method provide a detailed record of cone resistance which is useful for evaluation of site stratigraphy, homogeneity and depth to firm layers, voids or cavities, and other discontinuities.

Reliable results depend on many factors and Practice D provides a means of evaluating some of those factors. The interpretation of the results from this test method provides estimates of the types of soil penetrated. Link to Active This link will always route to the current Active version of the standard. The values stated in each system are not equivalents; therefore, each system must be used independently of the other.

Cone tip projected area is commonly referred to in d5787 for convenience. However, many of the procedural requirements herein could apply to those penetrometers. The various data reported should be displayed in mutually compatible units as astk to by the client or user.

The use of an inclinometer is highly recommended since it will provide information on potentially damaging situations during the sounding process.