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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Asuperscript epsilon e indicates an editorial change since the last revision or reapproval.

D368-90 such as type and depth of reaction, soilconditions, and magnitude of loads should be considered. If you have any questions about copyright issues, please report us to resolve them.

We are always happy to assist you. Standard Test Method for.

Art Design Architecture Photos. To the running of this website, we need your axtm to support us. A number in parentheses indicates the year of last reapproval.

The method in 4.

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A Monte-Carlo method for portfolio optimization under partially observed stochastic volatility. Originallypublished as D — N OTE 3—Plate not required for steel reaction pile. All materials on our website are shared by users. N OTE 2—Use same type reaction piles or cribbing at both ends of test beam. Bearing plates shall beset perpendicular to the longitudinal axis of the pile. 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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Pile Load Testing | Common ASTMs

It does not cover the interpretationor analysis of the test results or the application of the testresults to foundation design. The hydraulic jack s shall be calibrated over its complete range of ram travel forincreasing and decreasing applied loads.

Imperative sentencesindicate mandatory provisions. Technology Science Software Engineering.

Current edition approved May 25, N OTE 1—When a pile group d3869-90 subject to vertical test loads, caprotations and horizontal displacements may occur. Notes and illustrations includedherein are explanatory or advisory. 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.

The d36899-90 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 asstm.

Cribbing, if used as a reaction, shall be of sufficientplan dimensions to transfer the reaction loads to the soilwithout settling at a rate that would prevent maintaining theapplied loads. The provisionspermit the introduction of more detailed requirements and procedures, when required to satisfy theobjectives of the test program.

All Category Directory TagCloud. We Need Your Support. Please download to get full document. If two or more reaction piles are usedat each end of the test beam sthey shall be capped with asuitable steel beam s set on the piles or on bearing plates Fig. If two or more reactionpiles are used at each end of the test beam sthey shall becapped with a suitable steel d389-90 s set on steel bearing platesor directly on and welded to steel reaction piles Fig.

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This test d3698-90 is applicable to alldeep foundation units that function in a manner similar to piles,regardless of their method of installation.

Calibration of load cells shall include eccentricloading of 1: 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 generally may be used toevaluate the uplift capacity of the batter pile.

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. Last previous edition D — 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.

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