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. Grout Systems performs lateral load testing based on ASTM D, the standard test method for piles under lateral loads. Lateral Load Tests provide the most.

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Specified Lateral Movement Optional.

This standard does not purport to address all of the safety concerns, if any, associated with its use. Link to Active This link will always route to the current Active version of the standard.

It is d366 responsibility r3966 the user of this standard to establish appropriate safety and health practices and determine qstm applicability of regulatory limitations prior to use. How one applies the results obtained using this standard is beyond its scope. Users of this aetm method are cautioned that compliance with Practice D does not in itself assure reliable results. A foundation designer may evaluate the test results to determine if, after applying 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.

The test results may not represent the long-term performance of a deep foundation. Referenced Documents purchase separately The documents listed ashm 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.

These notes and footnotes excluding those in tables and figures shall not d39666 considered as requirements of the test methods. 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 methods.

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

Active view current version of standard. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. 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 methods.

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

ASTM D3966/D3966M – 07(2013)e1

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. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer ast provide additional requirements and procedures as needed to satisfy the objectives of a particular test program. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision.

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

The text of these test methods references notes and footnotes which provide explanatory material. The e3966 stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

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

The test results may not represent the long-term performance of a deep foundation. 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. Link to Active This link will always route to the current Active version of d33966 standard.

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See for comments regarding some of the factors f3966 the interpretation of test results. The text of these test methods references notes and footnotes which provide explanatory material. 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.

Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, d39966 size.

How one applies the results obtained using this standard is beyond its scope. Historical Version s – view previous versions of standard. Test results may also provide information used to assess the distribution asrm lateral resistance along the pile shaft and the long-term load-deflection behavior. These methods apply to all deep foundations, referred to herein as “pile s ,” that function in a manner similar to driven piles or cast in place piles, regardless of their method of installation, and may be used for testing single piles or pile groups.

Astj sentences indicate mandatory provisions. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

These test methods also include illustrations and appendices intended only for explanatory or advisory use. These test methods also include asfm and appendices intended only for explanatory or advisory use.

These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. See Appendix X1 for comments regarding some of the ast influencing the interpretation of test results.

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.