ASTM D3966-07 PDF

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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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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 text of these axtm methods references notes and footnotes which provide explanatory material.

Combining values from the two systems may result in non-conformance with the standard. These test methods also include illustrations and appendices intended only for explanatory or advisory use. The text of these test methods references notes and footnotes which provide explanatory material. 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.

Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of axtm rights, are entirely their own responsibility. The test results may not represent the long-term performance of a deep foundation. Historical Version s – view previous versions of standard.

Tests that astn a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size.

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

How one applies the results obtained using this standard is beyond its scope. 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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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. Link to Active This link will always route to the current Active version of the standard. See for comments regarding some of the factors influencing the interpretation of test results. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision.

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, e3966-07 additions to the requirements of these test methods. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

Active view current version of standard. 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.

It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory d3966-077 prior to use. This standard does not purport to address all of the safety concerns, if any, associated with its use. Link to Active This link will always route to the current Active version of the standard. These test methods also include illustrations and appendices axtm only for explanatory or advisory use.

Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. Note 1 — The quality of the d39966-07 produced by this test method is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used.

Specified Lateral Movement Optional. Imperative sentences indicate mandatory provisions. Combining values from the two systems may result in non-conformance with the standard.

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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.

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. 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.

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

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

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