ASTM D4945-00 PDF

Designation: D – 00 1 This test method is under the jurisdiction of ASTM Committee D18 on Soil Last previous edition D – Dynamic Pile Testing. ASTM D Pile Driving Analyzer ®. Garland Likins, Pile Dynamics, Inc. PDCA Professor’s Institute. Garland Likins, Pile Dynamics. standard by ASTM International, 11/01/ View all product details ASTM D/DM Priced From $ ASTM D November

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Remember me on this computer. The pile design for projects should be optimized by determining the actual ultimate pile capacity, which astmm need to conduct pile test to failure or near to failure. For mandrel driven piles, the mandrel may be instrumented in a similar way to a d445-00 pile provided that the mandrel is constructed of a single member with no joints.

Therefore, it is strongly recommended to optimize the pile design for projects by determining the asttm ultimate pile capacity, which may need to conduct pile test to failure or near to failure. These sensors are connected to an instrument such as a pile driving analyzerthat records, processes and displays data and results [2], [3], [4]. Load-Settlement Curves for 4d945-00 No. The two test results are consistent to a good extent.

Link to Active This link will always route to the current Active version of the standard. This will be achieved by taking four case studies, conducted in Red Sea State in eastern Sudan. The length of the cap should be at least 1. The dynamic load is converted to static load and the predicted static load-settlement curve can be plotted. This will enable an economical pile design and offer a considerable saving of cost for the project.

The load should be applied axially on the pile. Solanki, Associte Professor, and Y. The modern change, which is considered as one of the significant beneficial changes that have been made to the system since the last Irish survey in is the astk of theodolite to measure the pile displacement during the impact [6], [7].

Q Tower 7 Q The main difference between this system and other dynamic load test systems is the using of an electronic scanning theodolite that records asym for each blow and records real time elastic displacement [9]. Click here to sign up.



It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Svinkin analyzed a distinctive case history presented by Briaud et al. Four case studies of dynamic and static pile loading tests conducted in the eastern of Sudan have been presented.

Three projects are residential tower buildings representing a part of the residential tower buildings complex of Red Sea state. L Load KN 0 0 0.

Q Mhaiskar, S. A pile cap, as an extension to the shaft head with the same diameter as the shaftshould be constructed. The dynamic or total reaction, Rdy is calculated for each hammer blow and plotted versus cumulative penetration for the whole set of blows.

Q Figure 3: All tests were carried out on bored concrete piles.

ASTM D +dynamic bored pile test | Nguyen Huu Phuoc –

This is very clear especially in the results of the pile of tower 1 project. A series of hammer blows are made with the hammer drop height progressively increased and decreased [8].

Essential preparations should be astmm before the test is carried out in the field. The pairs of accelerometers and strain transducers are fixed to opposite sides of the tested pile, about at least one shaft diameter below the head, either by drilling and bolting directly to the pile or by welding mounting blocks to ensure a reasonably uniform stress field at the measuring elevation [5], [2].

The static plot is verified qstm modeling. Note High-strain dynamic testing requires a strain at impact which is representative of a force in the pile having the same order of magnitude, or greater, than the ultimate capacity of the pile. Note A suitable follower may be required for testing cast-in-place concrete piles.

The static pile load test is conducted at low strain and takes longer time than the dynamic pile load test, which is conducted at considerably higher strain [1]. But generally the settlements predicted by dynamic load test are slightly higher than the settlement measured by the static load test. Q Figure 6-a: D — 00″ 5- Richard T.


The load-settlement behaviors for dynamic and static load tests were compared 4d945-00 the three case studies of the residential tower buildings complex project. The comparisons of load-settlement behaviors for dynamic and static load tests, shown in Figure 5Figure 6 and Figure 7indicate that the predicted settlement from dynamic and the measured settlement from static are generally consistent to a reasonable extent as reflected by the results of towers 7 and 8.

In our opinion, it is wise that to determine the actual pile ultimate capacity for a project by testing at least one pile to failure. There are two known methods, based on wave propagation theory, for the analysis and interpretation of the dynamic pile load astk. This paper has been focused on this type of pile loading test. The capacity of the hammer should be large enough to achieve sufficient pile settlement so that the resistance of the tested pile can be fully mobilized.

The side of the cap is instrumented with two strain gauges, two accelerometers and electronic theodolite target.

Four case studies conducted in Red Sea state were taken. This is Portsudan city, which is located in western coast of the Red Sea in eastern Sudan asm. The formation at this area is predominantly coralline deposits consisting of completely to slightly weathered coral reef limestone that contains marine shells and fossils.

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The impact produces a compressive wave that travels down the shaft of the foundation. Help Center Find new research papers in: For a specific precautionary statement, see Note 5. This test method is adtm to deep foundation units that function in a manner similar to foundation piles, regardless of their method of installation provided that they are receptive to high strain impact testing.

Rajagopal, Post Graduate Student, C. The initial part of the load-settlement curves Figure 6: Skip to main content.