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

This standard does not purport to address all of the safety concerns, if any, associated with its use. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Link to Active This link will always route to the current Active version of the standard.

The test measures the lateral deflection of a vertical or inclined deep foundation when subjected to lateral loading. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

Lateral (ASTM D3966)

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. 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.

Imperative sentences indicate mandatory provisions. The test results may not represent the astmm performance of a deep foundation.

These test methods also include illustrations and appendices intended only for explanatory or advisory use. Lateral Load Tests provide the most reliable s3966 between the lateral load applied to a deep foundation and the resulting lateral movement.

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Historical Version s – view previous versions of standard. These test methods also include illustrations and appendices intended only for explanatory or advisory use. Active view current version of standard. D3696, 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. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision.

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

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 be considered as requirements of the test methods. Link to Active This link will always route to the current Active version of the standard. 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.

See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. How one applies the results obtained using this standard is beyond its scope.

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. 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.

Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. Specified Lateral Movement Optional. 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 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.

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

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The test results may not represent the long-term performance of a deep foundation. 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. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

See for comments regarding some of the factors influencing the interpretation of test results. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the 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.

The text of these test methods references notes and footnotes which provide explanatory material. Grout Systems performs lateral load testing based on ASTM D, the standard test method for piles under lateral loads. Grout Systems Incorporated Grout Systems. Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results.

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

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

Combining values from the two systems may result in non-conformance with 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. Combining values from the two systems may result c3966 non-conformance with the 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.

How one applies the results obtained using this standard is beyond its scope.