ASTM D1143 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. 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.

Author: Nalkis Yom
Country: Fiji
Language: English (Spanish)
Genre: Marketing
Published (Last): 13 May 2017
Pages: 277
PDF File Size: 4.17 Mb
ePub File Size: 15.53 Mb
ISBN: 346-2-43165-846-5
Downloads: 81016
Price: Free* [*Free Regsitration Required]
Uploader: Kataur

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Combining values from the two systems may result in non-conformance with the standard.

Constant Rate of Astmm Test Optional. Constant Movement Increment Test Optional. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs.

These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the standard. Test results may also asym 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.

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

How one applies the results obtained d1143 this standard is beyond its scope. This standard also includes illustrations and appendices intended only for explanatory or advisory use.

Related Articles (10)  FRANKFURT HOHENHEIMER LEITFADEN PDF

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.

Procedure A Quick Test 8.

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. The test results may not represent the long-term performance of a deep foundation.

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.

Cyclic Loading Test Optional. When performed as part of a asttm test program, the designer may also use the results to assess the astj of different piling types and the variability of the test site. 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.

Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. Reliable results depend on many factors; Practice D provides a means asmt evaluating some of those factors. Loading in Excess of Maintained 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.

Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. 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. Imperative sentences indicate mandatory provisions. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

Related Articles (10)  BODY MIND KEN DYCHTWALD PDF

Account Suspended

How one applies the results obtained using this standard is beyond its scope. These notes and footnotes excluding those in tables and figures shall not be considered as requirements 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. The text of this standard references notes and footnotes which provide explanatory material.

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 their method of installation, and may be used for testing single piles or pile groups. Link to Active This link will d11143 route to the current Active version of the standard.

This standard also includes illustrations and appendices intended only for explanatory or advisory use. Historical Version aatm – view previous versions of asstm.

The text of this standard references notes and footnotes which provide explanatory material.