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ASTM D5780 : 95(2002)

Standard Test Method for Individual Piles in Permafrost Under Static Axial Compressive Load

Standard Details

1.1 This test method covers procedures for testing individual vertical piles to determine response of the pile to static compressive load applied axially to the pile. This test method is applicable to all deep foundation units in permafrost that function in a manner similar to piles regardless of their method of installation. This test method is divided into the following sections:

Section
Referenced Documents2
Terminology3
Significance and Use4
Installation of Test Piles5
Apparatus for Applying Loads6
Apparatus for Measuring Movements 7
Safety Requirements8
Loading Procedures9
Standard Test Procedures10
Procedures for Measuring Pile Movements 11
Report12
Precision and Bias13
Keywords14

Note 1—Apparatus and procedures designated "optional" are to be required only when included in the project specifications or if not specified, may be used only with the approval of the engineer responsible for the foundation design. The word "shall" indicates a mandatory provision and "should" indicates a recommended or advisory provision. Imperative sentences indicate mandatory provisions. Notes, illustrations, and appendixes included herein are explanatory or advisory.

Note 2—This test method does not include the interpretation of test results or the application of test results to foundation design. See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. A qualified geotechnical engineer should interpret the test results for predicting pile performance and capacity.

1.2 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only.

1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. 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. Specific precautionary statements are given in Section 8.

General Information

Status : Historical
Standard Type: Main
Document No: ASTM D5780 : 95(2002)
Document Year: 1995
Pages: 14
  • Section Volume:
  • 04.08 Volume 04.08 Soil and Rock (I): D421 – D5876
  • ICS:
  • 93.020 Earthworks. Excavations. Foundation construction. Underground works

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Historical

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ASTM D5780 : 95(2002)
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