ASTM D3689-90 PDF

Axial Tensile Pile Load Testing. ASTM D – 07 (per ICC-ES AC). 1. Load Decrement %Ultimate Load. 1. 2. 3. 4. 5. 0. Tension Pile Load Test. The test shall conform to the ASTM D ( Reapproved ) “Standard Test. Method for Individual Piles Under Static Axial Tensile. What are the most common ASTM’s utilized for pile load testing? Tensile or Tension Load Testing – ASTM D Standard Test Method for Individual.

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Frequently Asked Questions

A Monte-Carlo method for portfolio optimization under partially observed stochastic volatility. Art Design Architecture Photos. N OTE 2—If it is not feasible to apply axial test loads to a batter pile, theresults of a test on a similar nearby vertical pile d689-90 may be used toevaluate the uplift capacity of the batter pile.

Bearing plates on cribbing shall be set in a horizontalplane.

This test method is applicable to alldeep foundation units that function in a manner similar to piles,regardless of their method of installation. N OTE 2—Use same type reaction piles or cribbing at both ends of test beam. A number in parentheses indicates the year of last reapproval.

N OTE 5—Considerations should be given to employing a dual load-measuring system pressure gage and load cell to provide as a check andas a backup in case one system malfunctions. We are nonprofit website to share and download documents. On-line solids hold-up measurement in mineral slurries by the standard addition method.


Calibration of load cells shall include eccentricloading of 1: The occurrence of suchhorizontal movements, and the necessary reactions to resist such move-ments if they are to be prohibited, should be considered when designingand constructing the load apparatus for the group test. If two or more jacksare to be used to apply the test load, they shall be of the sameram diameter, connected to a common manifold and pressuregage, and operated by a single hydraulic pump.

Notes and illustrations includedherein are explanatory or advisory. The test pile s shall be cut off or built up to theproper grade as necessary to permit construction of theload-application apparatus, placement of the necessary testingand instrumentation equipment, and observations of the instru-mentation.

The provisionspermit the introduction of more detailed requirements and procedures, when required to satisfy theobjectives of the test program. List of Shortlisted Ph.

If you have any questions about copyright issues, please report us to resolve them. Asmt materials on our website are shared by users. It does not cover the interpretationor analysis of the test results or the application of the testresults to foundation design.

All Category Directory TagCloud. Bearing plates shall beset perpendicular to the longitudinal axis of the pile.

Imperative sentencesindicate mandatory provisions. Whentesting a batter pile, reaction piles shall be battered in the samedirection and angle as the test pile; the test beam s shall beperpendicular to the direction of batter. Factors such as type and depth d3869-90 reaction, soilconditions, and magnitude of loads should be considered. We Need Your Support.


Aftercalibration, load cells shall not be subjected to impact loads. Originallypublished as D — If two awtm more reactionpiles are used at each end of the test beam sthey shall becapped with a suitable steel beam s set on steel bearing aetm directly on and welded to steel reaction piles Fig. Thank you for visiting our website and your interest in our free products and services. Support the ends of the test beam s withreaction piles or cribbing. Bearing plates that supporttest beam s on timber cribbing shall have a side dimension notless than 1 ft 0.

Pile Load Testing | Common ASTMs

Last previous edition D — Standard Test Method for. N OTE 4—Unless the hydraulic jack pump is attended at all times, it isrecommended that the jacking system be equipped with an automaticregulator to hold the load constant as pile movement occurs.

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N OTE 1—When a pile group is subject to vertical test loads, caprotations and horizontal displacements may occur. Please download to get full document. The method in 4.

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