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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The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision. See for comments regarding some of the factors influencing the interpretation of test results. Imperative sentences indicate mandatory provisions. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

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.

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

Link to Active This link will always route to the current Active version of the standard. Plans, specifications, provisions, d366 combinations thereof prepared by a qualified awtm may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program.

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.

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Combining values v3966 the two systems may result in non-conformance with the standard. The test results may not represent the long-term performance of a deep foundation.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. How one v3966 the results obtained using this standard is beyond its scope. 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.

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

The text of these test methods references notes and footnotes which provide explanatory material. Specified Lateral Movement Optional.

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

ASTM D3966/D3966M – 07(2013)e1

Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. The adtm 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.

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

A foundation designer may evaluate the test results to determine if, after applying an appropriate factor of safety, the pile or pile group aetm an ultimate lateral capacity and a deflection at service load satisfactory to satisfy specific foundation requirements. The values stated in each system asmt not be exact equivalents; therefore, each system shall be used independently of the other. Link to Active This link will always route to the current Active version of the standard. 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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The engineer in responsible charge of the foundation design, referred to herein as s3966 engineer, shall approve any deviations, deletions, or additions to the requirements of these test methods. How one applies the results obtained using this standard is beyond its scope.

Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement aatm such rights, are entirely their own responsibility. 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. 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. Active view current ast, of standard.

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.