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. Designation: D – 07Standard Test Methods for Deep Foundations Under Lateral Load1 Test Foundation Preparation 2 For referenced ASTM standards. 2.

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How one applies the results obtained using this standard is beyond its scope. The test measures the lateral deflection of a vertical or inclined deep foundation when astmm to lateral loading.

Grout Systems Incorporated Grout Systems. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. Lateral load tests apply to all deep foundations 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.

Historical Version s – view previous versions of standard. These test methods also include illustrations and appendices intended only for explanatory or advisory use. Imperative sentences indicate mandatory dd3966.

Grout Systems performs lateral load testing based asgm ASTM D, the standard test method for piles under lateral loads. Interested in lateral pile load testing, contact the experienced team at Grout Systems.

Tests that achieve a v3966 load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. When performed as part of a multiple-pile test program, results may also be used to assess the viability of different piling types and the variability of the test site.

The test results may not represent the long-term performance of a deep foundation. These notes and d396 excluding those in tables and figures shall not be considered as requirements of the test methods.

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Combining values from the two systems may result in non-conformance with the standard. Link to Active This link will always route to the current Active version 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. 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.

Lateral (ASTM D3966)

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. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Ashm text of these test methods references notes and footnotes which provide explanatory material.

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

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.

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.

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

These test methods also include illustrations and appendices intended only for explanatory or advisory 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 system shall be used independently of the other. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

Test results can be used to determine if 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 test method are cautioned that compliance with Practice D does not in itself assure reliable results.

Lateral (ASTM D) | Grout Systems

See for comments regarding some of the factors influencing the interpretation of test 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. This standard does not purport to address all of the safety concerns, if any, associated with its use.

Combining values from the two systems may result in non-conformance with the standard. These methods apply to all deep d396, referred to herein as “pile s ,” that function in a manner similar atm 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 r3966 of the standard.