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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Note 1 — The quality of the result produced by this test method x3966 dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used.

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.

Referenced Documents purchase separately The documents listed below are d39966 within the subject standard but are not provided as part of the standard. The text of these test methods references notes and footnotes which provide explanatory material. Link to Active This link will always route to the current Active version of the standard.

These test methods also include illustrations and appendices intended only for explanatory or advisory use. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

ASTM D3966/D3966M – 07(2013)e1

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 d3696 requirements. See for comments regarding some of the factors influencing the interpretation of test results.

Imperative sentences indicate mandatory provisions.

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, the designer may also use the results to assess the viability of different piling types and the variability of the test site.

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Active view current version of standard. The test results may not represent the long-term performance of a deep foundation. The engineer in responsible charge of the foundation design, referred to herein as the asmt, shall approve any deviations, deletions, or additions to the requirements of these test methods. Combining values from the two systems may result in non-conformance with the standard.

These notes d9366 footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. See Appendix X1 asrm comments regarding some of the factors influencing the interpretation of test results. Specified Lateral Movement Optional. D39966 results depend on many factors; Practice D provides a means of evaluating some of those factors. 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.

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 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.

How one applies the results obtained using this standard is beyond its scope. How one applies the results obtained using this standard is beyond its scope. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision. Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results.

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.

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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.

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. These test methods also include illustrations and appendices intended only for explanatory or advisory use. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs.

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

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. This standard does not purport to address all of the safety concerns, if any, associated with its use. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Historical Version s – view previous versions of standard. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Imperative sentences indicate mandatory provisions. Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size.

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. 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.