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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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Referenced Documents purchase separately The documents listed below are astm d3966 within the subject standard but are not provided as astm d3966 of the standard.

This standard does not purport to address all astm d3966 the safety concerns, if any, associated with its use. Imperative sentences indicate astm d3966 provisions. How one applies the results obtained using this standard is beyond its scope.

Active view current version of standard. These notes and footnotes excluding those in astm d3966 and figures shall not be considered as requirements of the test methods. 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 awtm 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.

In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. When performed as part of a multiple-pile test program, asgm designer may also use the astm d3966 to assess the viability of different piling types and the variability of the test site. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision.

Historical Version s – view previous versions of standard. Test axtm may also provide information used to assess the distribution of lateral resistance along the pile shaft and the long-term load-deflection behavior.

These test methods astm d3966 include illustrations and appendices intended only for explanatory or advisory use.

Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer astm d3966 provide additional requirements and procedures as needed to satisfy the objectives of a particular test program.

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The values stated in each system may astm d3966 be exact equivalents; therefore, each system shall be used independently of the other. In this system, the pound [lbf] represents a unit of force [weight], while 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.

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

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

The text of these test methods references notes and footnotes which provide explanatory material. The test results astn not represent the long-term performance of a deep astm d3966.

See Appendix X1 for comments regarding some of the factors influencing the interpretation astm d3966 test results. How one applies the results obtained using this standard is beyond its scope. Imperative sentences indicate mandatory provisions.

The test results may not represent the long-term performance of a deep foundation. These test methods also include illustrations and appendices intended only for explanatory or advisory use. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as needed astm d3966 satisfy the objectives of a particular test program.

The text of astm d3966 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 astm d3966 the other.

Specified Lateral Movement Optional. 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 astm d3966 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. Referenced Documents purchase separately The documents listed below are referenced within astm d3966 subject standard but are not provided as part of the standard.

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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 astm d3966 capacity and a deflection at service load satisfactory to satisfy specific foundation requirements.

ASTM-D | Standard Test Methods for Deep Foundations Under Lateral Load | Document Center, Inc.

Users of this standard are expressly advised that determination of the validity of any such astm d3966 rights, and the risk of infringement of such rights, are entirely their own responsibility.

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.

Link to Active This link will always route to astm d3966 current Active version of the standard. Link to Active This link will always route to the current Active version of astm d3966 standard. Note 1 — The quality of the result produced astm d3966 this test method is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used.

Users of this test method astm d3966 cautioned that compliance with Practice D does not in itself assure reliable results. 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 methods apply to all deep foundations, referred to astm d3966 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. See for comments regarding some of the factors influencing the interpretation astm d3966 test results. Combining values from the two systems may result in non-conformance with the standard.

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