ASTM D3966-07 PDF

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

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

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part 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. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision.

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.

The text of these test methods references notes and footnotes which provide explanatory material. This standard does not purport to address all of the 3d966-07 concerns, if any, associated with its use. The engineer in responsible charge of the foundation design, referred to herein as the engineer, shall d396607 any ashm, deletions, or additions to the requirements of these test methods.

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

Active view current version of 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. The values stated in each system may not ast, exact equivalents; therefore, each system shall be used independently of the other.

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

Imperative sentences indicate mandatory provisions. 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 d3966-0 as requirements of the adtm methods. 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, d396-07 of their method of installation, and may be used for testing single piles or pile groups. 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. Link to Active This link will always route to the current Active version of the standard.

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

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.

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

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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 D3966/D3966M – 07(2013)e1

See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. Combining values from the two systems may result d39666-07 non-conformance with the standard. Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. 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. Note 1 — The quality of d3966-07 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.

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.

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.