ASTM D3966 PDF

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

Active view current version of standard. 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. Historical Version s – view previous versions of standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

Grout Systems performs lateral load testing based on ASTM D, the standard test method for piles under lateral loads. It is the responsibility of the user of this standard to asym appropriate safety and health practices and determine the applicability of regulatory limitations prior to 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.

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. Interested in lateral pile load testing, contact the experienced team at Grout Systems.

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Lateral (ASTM D3966)

Specified Lateral Movement Optional. 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 notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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

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. Grout Systems Incorporated Grout Systems.

Ashm Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. When performed as part of a multiple-pile test program, results may also be used to d3696 the viability of different piling types and the variability of the test site.

Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. Imperative sentences indicate mandatory provisions. 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.

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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 dd3966 as ast engineer, shall approve any deviations, deletions, or additions to the requirements of these test methods. The test results may not represent aatm long-term performance of a deep foundation. 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.

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. How one applies the results obtained using this standard is beyond its scope. Combining values from the two systems may result in non-conformance with the standard.

Users of this zstm 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. 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.

In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs. These test methods also include illustrations and appendices intended only for explanatory or advisory use.