ASTM D3966 PDF

ASTM D3966 PDF

This standard is issued under the fixed designation D ; the number 1 This test method is under the jurisdiction of ASTM Committee D on Soil and Rock. This test method covers procedures for testing vertical and batter piles either individually or in groups to determine the load-defection relationship when. Designation: D – 07Standard Test Methods for Deep Foundations Under Lateral Load1 Test Foundation Preparation 2 For referenced ASTM standards. 2.

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Combining values from the two systems may result in non-conformance with the standard. Link to Active This link will always route to the current Active version of the standard. Test results can be used to determine if the pile or pile group has an ultimate lateral capacity and a deflection at service load satisfactory to satisfy specific foundation d39666. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the d9366.

In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs.

ASTM D – 07 Standard Test Methods for Deep Foundations Under Lateral Load

See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. When performed as part of a multiple-pile test program, results may also be used to assess the viability of different piling types and the variability of the test site.

How one applies the results obtained using this standard is beyond its scope. These test methods also include illustrations and appendices intended only for explanatory or advisory use. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program.

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This standard does not purport to address all of the safety concerns, if any, associated with its use.

These test methods also include illustrations and appendices intended only for explanatory or asmt use. The text of these test methods references notes and footnotes which provide explanatory material. A foundation designer may evaluate the test results awtm determine if, after sstm an appropriate factor of safety, the pile or pile group has an ultimate lateral capacity and a deflection at service load satisfactory to satisfy specific foundation requirements.

These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. Test results may also provide information used to assess the distribution of lateral resistance along the pile shaft and the long-term load-deflection behavior. The test results may not represent the long-term performance of a deep foundation.

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. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program.

Lateral (ASTM D3966)

The test results may not represent the long-term performance of a deep foundation. Combining values from the two systems may result in non-conformance with the standard. Interested in lateral pile load testing, contact the experienced team at Grout Systems. Lateral load tests apply to all deep foundations that function in a manner similar to driven piles or cast in place piles, regardless of their method of installation, v3966 may be used for testing single piles or pile groups.

Imperative sentences indicate mandatory provisions. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

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Grout Systems Incorporated Grout Systems. When performed as part of a multiple-pile test program, the designer may also use the results to assess the viability of different piling types and the variability of the test site. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Active view current version of standard. The engineer in responsible charge of the foundation design, referred to herein as the engineer, shall approve any deviations, deletions, or additions to the requirements aastm these test methods.

Historical Version s – view previous versions of standard.

ASTM D / DM – 07()e1 Standard Test Methods for Deep Foundations Under Lateral Load

Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility. The engineer in responsible charge of the foundation design, referred to herein as the engineer, shall approve any deviations, deletions, or additions to the requirements of these test d9366.

These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

Note 1 — The quality of the result produced by this test method is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used.