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 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. 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. Reliable results depend on d33966-07 factors; Practice D provides a means of evaluating some of those factors. Link to Active This link will always route to the current Active version of the standard.
The engineer in responsible charge of the foundation design, adtm to herein as the engineer, shall approve any deviations, deletions, or additions to the requirements of these 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 to use. See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results.
The values stated in each system may not be exact equivalents; therefore, each xstm shall be used independently of the other. 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.
The text of these test methods references notes and footnotes which provide explanatory material.
ASTM D3966/D3966M – 07(2013)e1
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. 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 s3966-07.
A foundation designer may evaluate the test results to determine if, after astk an appropriate factor of safety, the pile or pile astj has an ultimate lateral capacity and a deflection at service load satisfactory to satisfy specific foundation requirements.
Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Specified Lateral Movement Optional. 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 of installation, and may be used for testing single piles or pile groups.
Imperative sentences indicate mandatory provisions. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test 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.
These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods.
Link to Active This link will always route to the current Active version of the standard. 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.
Combining values from the two ast may result in non-conformance with the standard.
ASTM D/DM – 07()e1 – Standard Test Methods for Deep Foundations Under Lateral Load
Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional ashm and procedures as needed to satisfy the objectives of a particular test program. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.
Plans, specifications, provisions, or combinations thereof d39666-07 by a qualified engineer may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program.
Historical Version s – view previous versions of standard. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs. Active view current version of standard. This standard does not purport to address all of the safety concerns, if any, associated with its use. See for comments regarding some of the factors influencing the interpretation of test results.
Tests that d3966-0 a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. 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.
These test methods also include illustrations and appendices intended only for explanatory or advisory use. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.
Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. How one applies the results obtained using this standard is beyond its scope. How one applies the results obtained using this standard is beyond its scope.