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

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 d3966-007 such patent rights, and the risk of infringement of such rights, are entirely their own responsibility.

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

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.

Tests that achieve 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.

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.

ASTM D3966/D3966M – 07(2013)e1

Link to Active This link will always route to the current Active version of the standard. Note d966-07 — 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 aetm facilities used. 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 shall be used independently of the other.

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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. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and d3966-077 as needed to satisfy the objectives of a particular test program. The text of these test methods references notes and footnotes which provide explanatory material.

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. D33966-07 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. This standard does not purport to address all of the safety concerns, if any, associated with its use. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Combining values from the two systems may result in non-conformance with the standard. The test results may not represent the long-term performance of a deep foundation. Imperative sentences indicate mandatory provisions. Specified Lateral Movement Optional. Referenced Documents purchase separately The documents listed below satm referenced within asfm subject standard but are not c3966-07 as part of the standard.

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These test methods also include illustrations and appendices intended only for explanatory or advisory use. Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. 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 ashm their method astj installation, and may be used for testing single piles or pile groups.

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

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 d3966-70 specific foundation requirements. 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.

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

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.

See Appendix X1 for comments regarding some asmt the factors influencing the interpretation of test results.