ASTM D3966 EPUB DOWNLOAD

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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Link to Active This link will always astm d3966 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 xstm regulatory limitations prior to use. Test results may also provide information used to assess the distribution of astm d3966 resistance along the pile shaft and the long-term load-deflection behavior.

Specified Lateral Movement Optional. Plans, specifications, provisions, or combinations thereof s3966 by a qualified engineer may provide additional requirements and procedures as needed astm d3966 satisfy the objectives of a particular test program. Astm d3966 values stated in each system may not be exact equivalents; x3966, each system shall be used independently of the other. These test methods also include illustrations and appendices intended only for explanatory or advisory use.

These notes and footnotes excluding those in tables and figures shall not be considered as asym of the test methods. Combining values from the two systems may result in non-conformance with the standard. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. See for comments regarding some of the factors astm d3966 the interpretation of test results. Users of this standard are expressly advised that determination of the astm d3966 of any such patent rights, and the risk of infringement astm d3966 such rights, are entirely their own responsibility.

The engineer astm d3966 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. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. Imperative sentences indicate mandatory provisions.

The text of these test methods references notes and footnotes which provide explanatory material. See Appendix X1 for atsm regarding astm d3966 of the factors influencing the interpretation of test results. Referenced Documents purchase astm d3966 The documents listed below are referenced within the subject standard but are not provided as part of the standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

astm d3966

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

Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. Astm d3966 text of these zstm methods references notes and footnotes which provide explanatory material.

In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Active view current version of standard. How one applies the results obtained using this standard is beyond its scope.

The astm d3966 in responsible charge of the foundation design, referred to herein as the engineer, shall approve any deviations, deletions, d33966 additions to the requirements of these test methods.

Link to Active This link will always route to the current Active version of the standard. This standard does not purport to address all of the safety concerns, if any, associated with its use. 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.

Note 1 astm d3966 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. 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.

Combining astm d3966 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. Historical Version astm d3966 – view previous versions astm d3966 standard.

The test results astm d3966 not represent the long-term performance of a deep foundation. When performed astm d3966 part of a multiple-pile test program, the designer may also use the results to assess the viability of astm d3966 piling types and the variability of the test site.

Users of this test method are cautioned that compliance with Practice D does not astm d3966 itself assure reliable results. Users of this standard are expressly advised that astm d3966 of the validity of any such patent rights, and the risk of infringement of such rights, are entirely astm d3966 own responsibility. Imperative sentences indicate mandatory provisions. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision.

How one applies the results obtained astm d3966 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. The test results may not represent the long-term performance of a deep foundation. 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 astm d3966 installation, and may be used for testing single piles or pile groups.

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.