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ASTM D5780-95
Standard Test Method for Individual Piles in Permafrost Under Static Axial Compressive Load
STANDARD published on 1.1.1995
The information about the standard:
Designation standards: ASTM D5780-95
Note: WITHDRAWN
Publication date standards: 1.1.1995
SKU: NS-32522
The number of pages: 14
Approximate weight : 42 g (0.09 lbs)
Country: American technical standard
Category: Technical standards ASTM
Annotation of standard text ASTM D5780-95 :
Keywords:
Axial load, Creep-soil, Deep foundation units, Displacement rate, Foundation units, Frozen soil, Permafrost, Piles, Soil, Static load, Time to failure, Vertical piles, individual piles in permafrost-under static axial compressive load,, test,, Compression testing-soil, individual piles in permafrost-under staticaxial compressive load
Additional information
| 1. Scope | ||||||||||
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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 Documents 2 Terminology 3 Significance and Use 4 Installation of Test Piles 5 Apparatus for Applying Loads 6 Apparatus for Measuring Movements 7 Safety Requirements 8 Loading Procedures 9 Standard Test Procedures 10 Procedures for Measuring Pile Movements 11 Report 12 Precision and Bias 13 Keywords 141.2 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. |
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| 2. Referenced Documents | ||||||||||
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