1 Nov ASTM D May Standard Test Method for High-Strain Dynamic Testing of Deep Foundations. Historical Version. ASTM D Pile Driving Analyzer ® Given: 2L/c= 12 ms = T. L. = 75 ft . Broken Piles: β < • “End bearing” is unreliable in long term for broken piles. Conforms to. ASTM D • H-piles – no issue. • Pipe piles – use protectors. • Concrete piles – protectors or - sensors in indentations.

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No other units of measurement are included in this standard. Link to Active This link d4945–12 always route to the current Active version of the standard.

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

CASE damping coefficients can be adjusted conveniently d49945-12 obtain the calculation results of different JC values. China pit rims China pit bikes China moto pit bikes.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Historical Version s – view previous versions of standard.

Factors that may affect the axial static capacity estimated from dynamic tests include, but are not limited to the: Correlations between measured ultimate axial static compression capacity and dynamic test estimates generally improve when using dynamic restrike tests that account for soil strength changes with time see 6.

Additional transducers embedded near the pile toe may also help improve tension capacity estimates. Ast is the responsibility of the user of this standard d495-12 establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. Although interpretation of the dynamic test analysis may provide an estimate of the pile’s tension uplift capacity, users of this standard are cautioned to interpret conservatively the side resistance estimated from analysis of a single dynamic measurement location, and to adtm tension capacity estimates altogether for piles with less than 10 m embedded length.

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ASTM D – 17 Standard Test Method for High-Strain Dynamic Testing of Deep Foundations

These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the standard. Amplification, translation, rotation, filtering and other processing can be carried out for wave signals. The Engineer may analyze the acquired data using engineering principles and judgment to evaluate the integrity of the pile, the performance of the impact system, and the maximum compressive and tensile stresses occurring in the pile.

The CASE analysis of high strain bearing capacity detection of single pile and tensile stress and compressive stress analysis of piling monitoring can be conducted. A qualified engineer shall approve the apparatus used for applying the impact force, driving appurtenances, test rigging, hoist equipment, support frames, templates, and test procedures.

A permanent net penetration of as little as 2 mm per impact may indicate that sufficient movement has occurred during the impact event to fully mobilize the capacity. If the Engineer does not have adequate previous experience for the specific site and pile type with the analysis of dynamic test data for tension capacity, then a static load test carried out according to Test Method D should be used to verify tension capacity estimates.

Test Method D provides a direct and more reliable measurement of static tension capacity.

Force and velocity are typically derived from measured strain and acceleration. Output contents can be customized and multiple output methods are supported.

It is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design. For a specific precautionary statement, see Note 4.

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Amplification, translation, rotation, filtering and other processing can be carried out for wave signals; 3. Output contents can be customized and multiple output methods are supported; 5. Factors that may affect the axial static capacity estimated from dynamic tests qstm, but are not limited to the:.

Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

Reporting of test results in units other than SI shall not be regarded as nonconformance with this test method. The quality of the result produced by this test method is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used.

Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. A qualified engineer should directly supervise the acquisition of field data and the interpretation of the test results so as to predict the actual performance and adequacy of deep foundations used in the constructed foundation. The CASE analysis of high strain bearing capacity detection of single pile and tensile stress and compressive stress analysis of piling monitoring can be conducted; 2.

Deep Foundations and Concrete piles Integrity Test. In addition, they are representative of the significant digits that should generally be retained. The Engineer 4d945-12 determine how the size and shape of the pile, and the properties of the soil or rock beneath and adjacent to the pile, affect the amount of movement required to fully mobilize the static capacity.