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: Dashura Tojatilar
Country: Papua New Guinea
Language: English (Spanish)
Genre: Politics
Published (Last): 21 December 2012
Pages: 96
PDF File Size: 6.20 Mb
ePub File Size: 5.5 Mb
ISBN: 805-8-54003-326-9
Downloads: 68090
Price: Free* [*Free Regsitration Required]
Uploader: Dilrajas

Notes and illustrations includedherein are explanatory or advisory. While the d3689–90 herein produce a relationship between appliedload and pile movement, the results may not represent long-term performance. We Need Your Support. 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.

Frequently Asked Questions

Bearing plates shall beset perpendicular to the longitudinal axis of the pile. N OTE 2—Use same type reaction piles or cribbing at both ends of test beam.

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.

All Category Directory TagCloud. Calibration of load cells shall include eccentricloading of 1: N OTE 3—Plate not required for steel reaction pile. 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.

  BOBINAGE DES MOTEURS ELECTRIQUES PDF

On-line solids hold-up measurement in mineral slurries by the standard addition method. The method in 4. Bearing plates on cribbing shall be set in a horizontalplane.

N OTE 2—If it is not feasible to apply axial test loads to a batter pile, theresults of a test x3689-90 a similar nearby vertical pile generally may be used toevaluate the uplift capacity of the batter pile. A number in parentheses indicates the year of last reapproval.

All materials on our website are shared by users.

The provisionspermit the introduction of more detailed requirements and procedures, d368990 required to satisfy theobjectives of the test program. Originallypublished as D — Aftercalibration, load cells shall not be subjected to impact loads. 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.

This test method isdivided into the following sections: If two or more jacksare to be used to apply the test load, they shall be of the sameram diameter, connected atm a common manifold and pressuregage, and operated by a single hydraulic pump.

Cribbing, if used as a reaction, shall be of sufficientplan dimensions to transfer the dd3689-90 loads to the soilwithout settling at a rate that would prevent maintaining theapplied loads. Current edition approved May 25, To the running of this website, we need your help to support us. A Monte-Carlo method for portfolio optimization under partially observed stochastic volatility. Please download to get full document.

Pile Load Testing | Common ASTMs

We are nonprofit website to share and download documents. Asuperscript epsilon e indicates an editorial change since the last revision or reapproval. Last previous edition D — 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.

  KVASNICA STATISTICK FYZIKA PDF

Apparatus for Applying Loads 4. Art Design Architecture Photos.

It does not cover the interpretationor analysis of the test results or the application of the testresults to foundation design. Standard Test Method for. This test method is applicable to alldeep foundation units that function in a manner similar to piles,regardless of their method of installation. Support the ends of the test beam s withreaction piles or cribbing. Factors such as type and depth of reaction, soilconditions, and magnitude of loads should be considered.

List of Shortlisted Ph. Magazine Social Media Sports Travel. If two or more reaction piles are usedat each end aatm the test beam sthey shall be capped with asuitable steel beam s set on the piles or on bearing plates Fig. If you have any questions about copyright issues, please report us to d36689-90 them. Thank you for visiting our website and your d3689-0 in our free products and services.

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. N OTE 1—When a pile group is subject to vertical test loads, caprotations and horizontal displacements may occur.

Technology Science Software Engineering. We are always happy to assist you.

The hydraulic jack s shall be calibrated d36899-90 its complete range of ram travel forincreasing and decreasing applied loads. Bearing plates that supporttest beam s on timber cribbing shall have a side dimension notless than 1 ft 0.

Author: admin