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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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The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. 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.

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.

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

Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may asfm additional requirements and procedures as needed to satisfy the objectives of a particular test program. See for comments regarding some of the factors influencing the interpretation of test results.

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

In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

ASTM D3966/D3966M – 07(2013)e1

Link to Active This link will always route to the current Active version of the standard. These test methods also include illustrations and appendices intended only for explanatory or asm use. Imperative sentences indicate mandatory provisions.

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S3966-07 notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. The test results may not represent the long-term performance of a deep foundation.

This standard does not purport to address all of the safety concerns, if any, associated with its use. Active view current version of standard.

Link to Active This link will always route to the current Active version of the standard.

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 of the factors influencing the interpretation of test results. The sstm of these test methods references notes and footnotes which provide explanatory material.

Combining values from the d33966-07 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.

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

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

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

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 requirements of the test methods.

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The values stated in each system may not be exact v3966-07 therefore, each system shall be used independently of the other. Test results may also provide information used to assess the distribution of lateral resistance along the pile shaft d3966-7 the long-term load-deflection behavior.

Tests that achieve a failure load may help 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. 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.

The text of these test methods references notes and footnotes which provide explanatory material. 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.

How one applies the results obtained using this standard is beyond its scope. 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. Historical Version s – view previous versions 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.

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