ASTM D3966-07 PDF

Designation: D – 07Standard Test Methods for Deep Foundations Under Lateral Load1 Th. 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. Sun, 18 Nov GMT astm d 07 standard test pdf -. Designation: D – Standard Test Methods for. Deep Foundations Under.

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In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. 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.

The text of these test methods references notes and footnotes which provide explanatory material. Imperative sentences indicate mandatory provisions.

Note 1 — The quality of the result d396-07 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 may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. The test results may not represent the long-term performance of a deep foundation.

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

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. This standard does not purport to address all of the safety concerns, if any, associated with its use. See for comments regarding some of the factors influencing the interpretation of test 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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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. How one applies the results obtained using this standard is beyond satm scope.

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

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

Historical Version s – view previous versions of standard. Combining values from the two systems may result in non-conformance with the standard. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. These test methods also include illustrations and appendices intended only for explanatory or advisory use. Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the x3966-07 length, quantity, or size. These test methods also include illustrations and appendices intended only for d9366-07 or advisory use.

Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. 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.

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.

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. Link to Active This link will always route to the current Active version of the standard.

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ASTM D3966/D3966M – 07(2013)e1

Link to Active This link will always route to the current Active version of the standard. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision.

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 asrm. The text of these test methods references notes and footnotes which provide explanatory material.

Combining values from the two systems may result in non-conformance with the standard. Imperative sentences indicate mandatory provisions. Active view current version of standard.

When performed as part of a multiple-pile test program, the aztm may also use the results to assess the viability of different piling types and the variability of the test v3966-07. 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 test results may not represent the long-term performance of a deep foundation.

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

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. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. How one applies the results obtained using this standard is beyond its scope.