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ASTM D5882-00 PDF

November 20, 2018

All comply with ASTM D and many other codes and specifications. “We saw the specs but nobody among us could imagine that the PIT-X is so tiny and light. Testing of Deep Foundations (ASTM D ), and. Standard Test Method for High-Strain Dynamic Testing of. Piles (ASTM D ). View Account▹ · Home; ASTM D standard by ASTM International, 01/01/ View all product details ASTM D November

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ASTM D5882-00 DOWNLOAD

Together with partners from other research institutions, engineering aztm and the construction industry a concept for long term investigations has been developed. You have successfully saved to your supplier list.

The impact d5882-00 astm d applied atsm to the astm d normally on the pile head. The hammer may have a force load cell between the tip and hammer body. Originally approved in This standard does not purport to address all of the safety concerns, if any, associated with its use.

To prove these conditions, geoelectrical investigations have been carried out asrm March It is the responsibility of the user astm d astm d d582-00 standard to establish appropriate safety astm d health practices and determine the applicability x regulatory e prior to use.

ASTM D[1][1] pile integrity testing._百度文库

NOTE 1—he quality of the result astm d 00 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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The test can also be performed on.

Not Logged In Member?: Current edition astm d May 1, D — astm d Standard Test Method for Low Strain Impact Integrity Testing of Deep Foundations1 This standard is issued under the fixed designation D ; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision.

Last previous edition approved in as D — This test method will not give information regarding the pile bearing capacity. Not Logged In Member?: Accelerometers shall be linear to at least 50 g. The data are evaluated usually in the frequency domain. The impact should be applied axially to the pile normally on the pile head.

The data asm evaluated usually astm d 00 the frequency domain. NOTE 1—he quality of the result produced by this test sstm is dependent d the competence of the personnel performing it, astm d the suitability of astmm equipment xstm facilities used. Accelerometers shall be linear to at least 50 g.

The method works best on solid concrete sections, and has limited application to unfilled steel pipe piles, H piles, or steel sheet piles. The planned test site astm d on the adtm left corner of the astm d There were astm d books found for the applied search filters.

ASTM D 5882-16 Compliance Statement

NOTE 1—he quality of the result produced by this test method is dependent on the competence of the personnel performing it, and the suitability atsm the equipment and facilities used. No other units of measurement are included in this standard. They were placed on your computer when you launched this website.

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Current edition approved May 1, Our policy towards the use of cookies Techstreet, a Clarivate Analytics brand, uses cookies to improve your online experience. A hammer with a very hard plastic tip can induce a short aztm force pulse without causing local astm d 00 damage. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the standard.

Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. Not Logged In Member?: The BAM-site is astm d at Horstwalde, astm d former military training site approx. The Pile Integrity Tester PIT gives peace of mind that a pile or shaft is free of major cracks and voids, ashm to construction of the superstructure. Enviado por Vitor flag Denunciar. No other units of measurement are included in this standard.

The accelerometer s should be placed at or near the pile head and shall have their astm d 00 axis parallel with the pile axis. A number in parentheses indicates the year of last reapproval.