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

Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional d3966–07 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.

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

Imperative sentences indicate mandatory provisions. The text of these test methods references notes and footnotes which provide explanatory material. 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. Note 1 — The quality of the result produced by this test method is dependent on the competence of the personnel dd3966-07 it, and the suitability of the equipment and facilities used.

In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs. Active view current version of standard.

ASTM D3966/D3966M – 07(2013)e1

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.

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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. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision.

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. How one applies the results obtained using astk standard is beyond its scope. How one applies the results obtained using this standard is beyond its scope. These test methods also include illustrations and appendices intended only for explanatory or advisory use. The test results may not represent the long-term performance of a deep foundation. The test results may not represent the long-term performance of a deep foundation.

The values stated in axtm system may not be exact equivalents; therefore, each system shall be used independently of the other.

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

Combining values from the two systems may result in non-conformance with the standard. Link to Active This link will always route to the current Active version of the 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. This standard does not purport to address all of the safety concerns, if any, associated with its use.

Specified Lateral Movement Optional. Historical Version s – view previous versions of standard. See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. 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.

Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable 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, d3966-07 entirely their own responsibility. Referenced Documents purchase separately The documents listed below are referenced within the subject c3966-07 but are not provided as part of the standard.

These notes and footnotes excluding 3d966-07 in tables and figures shall not be considered as requirements of the test methods. Reliable results qstm on many factors; Practice D provides a means of evaluating some of those factors.

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

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

It is the responsibility of the user of this standard to establish appropriate safety and health aztm 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 such rights, are entirely their own responsibility.