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.

Author: Shagore Migami
Country: Bahrain
Language: English (Spanish)
Genre: Software
Published (Last): 16 November 2011
Pages: 416
PDF File Size: 9.96 Mb
ePub File Size: 18.79 Mb
ISBN: 725-9-59475-471-6
Downloads: 48340
Price: Free* [*Free Regsitration Required]
Uploader: Doshakar

When performed as part of a multiple-pile test program, results may s3966 be used to assess the viability of different piling types and the asym of aatm test site. These test methods also include illustrations and appendices intended only for explanatory or advisory use.

Combining values from the two 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. A foundation designer may evaluate the test results to determine if, after applying qstm 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.

The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision. 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 text of these test methods references notes and footnotes which provide explanatory material. 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 test results may not represent the long-term performance of a deep foundation. Historical Version s – view previous versions of standard. Specified Lateral Movement Optional.

Reliable results depend on many 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.

  LIBRO VIDAS PASADAS BRIAN WEISS PDF

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.

Lateral (ASTM D) | Grout Systems

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 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. See for comments regarding some of the factors influencing the interpretation of test results.

Grout Systems Incorporated Grout Systems. It is the axtm of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Lateral (ASTM D3966)

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

Link to Active This link will always route to the current Active version of the standard. The test results may not represent the long-term performance of a deep foundation. 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.

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

How one applies the results obtained using this standard is beyond its scope. Active view current version of standard. Lateral Load Tests provide the most reliable relationship between the lateral load applied to a deep foundation and the resulting lateral movement. 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.

  PAUL WILMOTT ON QUANTITATIVE FINANCE 3 VOLUME SET PDF

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

The test measures the lateral deflection of a vertical or inclined deep foundation when subjected to lateral loading. 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. 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.

This standard does not purport to address all of the safety concerns, if any, associated with its 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

How one applies the results obtained using this standard is beyond its scope. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

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