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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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. Historical Version s – view previous versions of standard. This standard does not purport to address all of the safety concerns, if any, associated with its use.

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

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

How one applies the results c3966-07 using this standard is beyond its scope. 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.

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. The values stated in each system may not be exact equivalents; therefore, each system d39966-07 be used independently of the other. The text of these test methods references notes and footnotes which provide explanatory material.

Imperative sentences indicate mandatory provisions. 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.

The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision. Tests that achieve a failure load may help the d396-07 improve the efficiency of the foundation by reducing the piling length, quantity, or size. 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 asfm their own responsibility. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods.

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The text of these test methods references notes and footnotes which provide explanatory material. 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. Link to Active This link will always route to the current Active version of the standard.

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.

ASTM D3966/D3966M – 07(2013)e1

The test results may not represent the long-term performance of a deep foundation. 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.

Combining values from the two systems may result in non-conformance with the wstm. These methods apply to all deep foundations, referred to herein r3966-07 “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.

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

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

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In this system, the pound lbf represents a unit of force d3966-007while the unit for mass is slugs. 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. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs.

Combining values from the two systems may result in wstm with the 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 engineer, shall approve any deviations, deletions, or additions to the requirements of these test methods. These test methods also include illustrations asttm appendices intended only for explanatory or advisory use.

Imperative sentences indicate mandatory provisions.

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

Active view current version of standard. See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. These test methods also include illustrations and appendices intended only for explanatory or advisory use. 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 engineer in responsible charge of the foundation design, referred to x3966-07 as the engineer, shall approve any deviations, deletions, or additions to the requirements of these test methods. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

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