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.

Author: Jular Fesida
Country: Saudi Arabia
Language: English (Spanish)
Genre: Photos
Published (Last): 7 November 2006
Pages: 445
PDF File Size: 15.34 Mb
ePub File Size: 15.44 Mb
ISBN: 707-1-88413-488-6
Downloads: 95961
Price: Free* [*Free Regsitration Required]
Uploader: Kegis

A number in parentheses indicates the year of last reapproval.

Imperative sentencesindicate mandatory provisions. Apparatus for Applying Loads 4. It does not cover the interpretationor analysis of the test results or the application d33689-90 the testresults to foundation design.

List of Shortlisted Ph.

To the running astj this website, we need your help to support us. 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.

We Need Your Support.

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. If two or more reactionpiles are used at each end of the test beam sthey shall becapped with a suitable steel beam s set on steel bearing platesor directly on and welded to steel reaction piles Fig.

Support the ends of the test beam s withreaction piles or cribbing. Bearing plates shall beset perpendicular to the longitudinal axis of the pile. Notes and illustrations includedherein are explanatory or advisory. 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.


We are nonprofit website to share and download documents. N OTE 2—Use same type reaction piles or cribbing at both ends of test 3d689-90. While the procedures herein produce a relationship between appliedload and pile movement, the results may not represent long-term performance. This test method isdivided into the following sections: 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.

On-line solids hold-up measurement in mineral slurries by the ast addition method.

Frequently Asked Questions

A Monte-Carlo method for portfolio optimization under partially observed stochastic volatility. All Category Directory TagCloud.

N OTE 3—Plate not required for steel reaction 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.

We are always happy to assist you. 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. This test method is applicable to alldeep foundation units that function in a manner similar to piles,regardless of their method of installation.

  LTN133W1 L01 PDF

The hydraulic jack s shall be calibrated over its complete range of ram travel forincreasing and decreasing applied loads. Current edition approved May 25, Asuperscript epsilon e indicates an editorial change since the last revision or reapproval. The method in 4. Bearing plates on cribbing shall be set in a horizontalplane. 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.

Calibration of load cells shall include eccentricloading of 1: Please download to get full document. The provisionspermit the introduction of more detailed requirements and procedures, when required to satisfy theobjectives of the test program.

Pile Load Testing | Common ASTMs

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.

Aftercalibration, load cells shall not be subjected to impact loads. Last previous edition D — N OTE 1—When a pile group is subject to vertical test loads, caprotations and horizontal displacements may occur. Thank you for visiting our website and your interest in our free products and services. Bearing plates that supporttest beam s on timber cribbing shall have a side dimension notless than 1 ft 0.

Standard Test Method for.