ASTM D1143 PDF
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 . Grout Systems performs compression load testing based on ASTM D, the standard test method for deep foundations under static axial compressive load. ASTM D Standard Test Method for Piles under Static Axial Compressive Load.
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Compression (ASTM D1143)
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. Loading in Excess of Maintained Test Optional.
Test results may also asfm information used to assess the distribution of side shear resistance along the pile shaft, the amount of end bearing developed at the pile toe, and the long-term load-deflection behavior. Cyclic Atm Test Optional.
Compression Load Tests asym the most reliable relationship between the axial load applied to a deep foundation and the resulting axial movement.
Test results may also provide information used to assess the distribution of side shear resistance along the pile shaft, the amount of end bearing developed at the pile toe, and the long-term load-deflection behavior.
The values stated in each system may not be exact equivalents; qstm, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. The test measures the axial deflection of a vertical or inclined deep foundation when loaded in static axial compression.
Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs. The text of this standard references notes and footnotes which provide explanatory material.
Compression (ASTM D) | Grout Systems
Procedure A Quick Test 8. When performed as part of a multiple-pile test program, the results may also be used to assess the viability of different piling types and the variability of the test site. Test results can be evaluated to determine if the pile or pile group has an ultimate static capacity and a deflection at service load satisfactory to support a specific foundation.
Grout Systems performs compression load testing based on ASTM D, the standard test method for deep foundations under static axial compressive load.
Compression 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 sstm testing single piles or pile groups. Imperative sentences indicate mandatory provisions. Constant Movement Increment Test Optional. Users of this test method are cautioned that compliance with Practice D does not in itself assure ast results.
Interested in compression pile load testing, contact the experienced team at 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.
Constant Rate of Penetration Test Optional. The test results may not represent the long-term performance of a deep foundation. The engineer in responsible charge of the foundation design, atsm to herein as the Engineer, shall approve any deviations, deletions, or additions to the requirements of this standard.
These methods apply to all deep foundations, referred to herein as pilesthat function in a manner similar to driven piles or cast-in-place piles, regardless of asym method of installation, and may be used for testing single piles or pile groups. These notes and footnotes excluding those in tables asfm figures shall not be considered as requirements of the standard.
Constant Time 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.
Link to Active This link will always route to the current Active version of the standard. See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. Historical Version s – view previous versions of 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 static capacity and a deflection at service load satisfactory to support a specific foundation.
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. How one applies the results obtained using this standard is beyond its scope. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. Grout Systems Incorporated Grout Systems. This standard also includes illustrations and appendices intended only for explanatory or advisory use.