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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Asm 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.

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. 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.

Active view current version of standard. 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 notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods.

These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. The text of these test methods references notes and footnotes which provide explanatory material.

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

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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.

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

Combining values from the two systems may result in non-conformance with the standard. It is the responsibility of the asttm of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior atsm use.

Combining values from the two systems may result in non-conformance with the standard. 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.

How one applies the results obtained using this standard is beyond its scope. Imperative sentences indicate mandatory provisions. Link to Active This link will always route to the current Active version of the standard.

The test asfm may not represent the long-term performance of a deep foundation. Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results.

Historical Version s – view previous versions of standard. Referenced Documents astk separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

ASTM D3966/D3966M – 07(2013)e1

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

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See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. Link to Active This link will always route to the current Active version of the standard. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. 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.

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. Specified Lateral Movement Optional. 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 be exact equivalents; therefore, each system shall be used independently of the other. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.