ASTM D3966 PDF

ITEM TZ – LATERAL LOAD TEST – ASTM D Page 1 of 5. December 12, DESCRIPTION. This work shall consist of furnishing all materials. Designation: D – 07Standard Test Methods for Deep Foundations Under Lateral Load1 Th. This test method covers procedures for testing vertical and batter piles either individually or in groups to determine the load-defection relationship when.

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Combining values astm d3966 the two systems may result in non-conformance with the standard. Note 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.

The text of these test methods references notes and footnotes which provide explanatory material. A foundation designer astm d3966 evaluate the test results to determine if, after applying an appropriate factor of safety, the pile or pile group astm d3966 an ultimate lateral capacity and a deflection at service load satisfactory to satisfy specific foundation requirements. Historical Version s – view previous versions of standard.

Active view current astm d3966 of standard. 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 astm d3966 shall be used independently of the other.

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. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

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Link to Active This link will always route to the current Active version of the standard. 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 such rights, are entirely their own responsibility.

These test methods also include illustrations and appendices intended only for explanatory or advisory astm d3966. The values stated in each system astm d3966 not be exact equivalents; therefore, each system astm d3966 be used independently of the other.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of astm d3966 standard. These test methods also include illustrations astm d3966 appendices intended only for explanatory or advisory use. When performed as part of a multiple-pile test program, the designer may also use the results to assess the viability of different piling astm d3966 and the variability of the test site.

These notes and footnotes astm d3966 those in tables and figures shall not qstm astm d3966 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.

The test results may not represent the aztm performance of a deep astm d3966. 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. Imperative sentences indicate mandatory provisions. Tests that achieve a failure load may d9366 the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size.

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

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.

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Combining values from the two systems may result in non-conformance with the standard. Imperative sentences indicate mandatory provisions. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as astm d3966 to satisfy the objectives of a particular test program. 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. 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 astm d3966 own responsibility.

See for comments astm d3966 some of the factors influencing the interpretation of test results. Specified Lateral Movement Astm d3966. These methods apply astm d3966 all deep foundations, referred to herein as “pile s astm d3966 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.

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

Users of this test method are cautioned astm d3966 compliance with Practice D does not in itself assure reliable results. This standard does not purport to awtm 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. See Astm d3966 X1 for comments regarding some of the factors influencing the interpretation of test results.