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. This test method covers procedures for testing vertical and batter piles either individually or in groups to determine the load-defection relationship when. Grout Systems performs lateral load testing based on ASTM D, the standard test method for piles under lateral loads. Lateral Load Tests provide the most.

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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.

These test methods also include atm and appendices intended only for explanatory or advisory use. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

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.

The test results asmt not represent the long-term performance of a deep foundation.

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

Link to Active This link will always route to the current Active version of the standard. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements axtm procedures as needed to satisfy the objectives of a particular test program.

Link to Active This link will always route to the current Active version of the standard. Specified Lateral Movement Optional. See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results.

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Active view current version of standard. Tests xstm achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. Combining values from the two systems may result in non-conformance with the standard. 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.

Test results may also provide information used to assess the distribution of lateral resistance along the pile shaft and sstm long-term load-deflection behavior.

In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. 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. 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.

ASTM D3966/D3966M – 07(2013)e1

How one applies the results obtained using this standard is beyond its scope. This standard does not purport to address all of the safety concerns, if any, associated with its use. Imperative sentences indicate mandatory provisions. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk dd3966 infringement of such rights, are entirely their own responsibility.

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

A foundation designer may evaluate the astmm 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. 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. Combining values from the two systems may result in non-conformance with the standard.

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Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. 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 asttm.

How one applies the results obtained using this standard is beyond its scope. The text of these test methods references notes and footnotes which provide explanatory material.

Asfm 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 influencing the interpretation of test results.

These notes and footnotes excluding those in tables and atm shall not be considered as requirements of the test methods. These test methods also include illustrations and appendices intended only for explanatory or advisory use. 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 word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision.

The test results may not represent the long-term performance of a deep foundation. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs. 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 text of these test methods references notes and footnotes which provide explanatory material. 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. Historical Version s – view previous versions of standard.

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