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ASTM D1143 PDF

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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. ASTM D Test Method for Piles Under Static Axial Compressive Load This standard has been. prepared to cover routine methods of testing to determine if a . Designation: D – 81 (Reapproved )e1AMERICAN SOCIETY FOR TESTING AND MATERIALS.

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It is the responsibility of the user of this d1134 to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Cyclic Loading Test Aatm. Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.

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. Link to Active This link will always route to the current Active version of the standard. Imperative sentences indicate mandatory provisions. Link to Active This link will always route to the current Active version of the standard.

Aztm view current version of standard. The text of this standard references notes and footnotes s1143 provide explanatory material. The atsm results may not represent the long-term performance of a deep foundation. These notes and footnotes excluding those in tables and figures wstm not be considered as requirements of the standard. 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.

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

Constant D11143 Interval Test Optional. Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. This standard also includes illustrations and appendices intended only for explanatory or advisory use.

These methods apply to all deep foundations, referred to herein as piles, that function in a manner similar to driven piles or castinplace piles, regardless of their method of installation, and may be used for testing single piles or pile groups.

Constant Rate of Penetration Test Optional.

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In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs. Combining values from the two systems may d1143 in non-conformance with the standard. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

These methods apply to all deep d143, referred to herein as pilesthat function in a manner asym 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. 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 static capacity and a deflection at service load satisfactory to support a specific foundation.

Historical Version s – view previous versions of standard. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the standard. Procedure A Quick Test 8.

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Loading in Excess of Maintained Test Optional. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

This standard also includes illustrations and appendices intended only for explanatory or advisory use. The values stated in each system may not be awtm 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. The test results may not represent the 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, asgm additions to the requirements of this standard. See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. Combining values from the two systems may result in non-conformance with the standard.

See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. How one applies the results obtained using this standard is beyond its scope. Imperative sentences indicate mandatory provisions. How one applies the results obtained using this standard is beyond its scope. The text of this standard references notes and footnotes which provide explanatory material.

Test results may also provide information used to assess the distribution of side shear d11443 along the pile shaft, the amount of end bearing developed at the pile toe, and the long-term load-deflection behavior. Constant Movement Increment Test Optional.

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