ASTM D3966 PDF

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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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Link to Active This link will always route to the current Active version of the standard. Imperative sentences indicate mandatory provisions. 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.

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

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, and may be used for testing single piles or pile groups. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size.

Imperative sentences indicate mandatory provisions. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision. 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. 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.

The test results may not represent the long-term performance of a deep foundation. This standard does not purport to address all of the safety concerns, if any, associated with its use.

Lateral (ASTM D3966)

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. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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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 d39666 requirements. These test methods also include illustrations d39966 appendices intended only for explanatory or advisory use.

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

Combining values from the two systems may result in non-conformance with the standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

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. 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.

Grout Systems Incorporated Grout Systems. Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

Lateral (ASTM D) | Grout Systems

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 engineer in responsible charge of the foundation design, referred to herein as the engineer, shall asm any deviations, deletions, or additions to the requirements of these test methods. These methods apply to all deep foundations, referred to herein as “pile s ,” that function in a manner similar to d39666 piles or cast in place piles, regardless of their method of installation, and may be used for testing single piles or pile groups. Combining values from the two systems may result in non-conformance with the standard.

Grout Systems performs lateral load testing based on ASTM D, the standard astmm method for piles under lateral loads. Historical Version s – view previous versions of standard.

Active view current version of standard. How one applies the results obtained using this standard is beyond its scope.

These test methods dd3966 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. Specified Lateral Movement Optional. How one applies the results obtained using this standard is beyond its scope.

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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 text of these test methods references notes and footnotes which provide explanatory material. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. Lateral Load Tests provide the most reliable relationship between the lateral load applied to a deep foundation and the resulting lateral movement.

The test measures the lateral deflection of a vertical or inclined deep foundation when subjected to lateral loading. 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.

The test results may not represent the long-term performance of a deep foundation. See for comments regarding some of the factors influencing the interpretation of test results. Link to Active This link will always route to the current Active version 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. Interested in lateral pile load testing, contact the experienced team at Grout Systems.

The text of these test methods references notes and footnotes which provide explanatory material. Asrm of this standard are expressly advised that asstm of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

See Appendix X1 for comments regarding some of the factors influencing the interpretation of test d396. 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.

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