ISO 22477-4:2018
Geotechnical investigation and testing — Testing of geotechnical structures — Part 4: Testing of piles: dynamic load testing
Geotechnical investigation and testing — Testing of geotechnical structures — Part 4: Testing of piles: dynamic load testing
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 52
- Дата публикации:
- 16 марта 2018 г.
- Издание:
- ISO IS 22477 edition 1 version 1
- ICS:
- 93.020
ISO 22477-4:2018 establishes the specifications for the execution of dynamic load tests in which a single pile is subject to an axial dynamic load in compression. ISO 22477-4:2018 outlines the methods of testing required to allow assessment of pile resistance to be determined from the following methods and procedures described in EN1997-1:2004+A1:2013: a) dynamic impact testing ? determination of pile compressive resistance by evaluation of measurements of strain and acceleration and or displacement at the pile head with respect to time; b) pile driving formulae ? evaluation of pile compressive resistance from blow counts and hammer energy during pile driving; c) wave equation analysis ? evaluation of pile compressive resistance from blow counts by modelling of the pile, soil and driving equipment; d) multi-blow dynamic testing ? evaluation of pile compressive resistance from a series of blows designed to generate different levels of pile head displacement and velocity. ISO 22477-4:2018 is applicable to piles loaded axially in compression. ISO 22477-4:2018 is applicable to all pile types mentioned in EN 1536, EN 12699 and EN 14199. The tests considered in this document are limited to dynamic load tests on piles only. NOTE 1 ISO 22477‑4 can be used in conjunction with EN1997-1:2004+A1:2013. Numerical values of partial factors for limit states from pile load tests to be taken into account in design are provided in EN 1997‑1. For design to EN 1997‑1 the results from dynamic load tests will be considered equivalent to the measured compressive resistance Rc,m after being subject to appropriate analysis. NOTE 2 Guidance on analysis procedures for dynamic load testing results is given in Annexes A, B, D, E and F. ISO 22477-4:2018 provides specifications for: i) investigation tests, whereby a sacrificial pile is loaded up to ultimate limit state; ii) control tests, whereby the pile is loaded up to a specified load in excess of the serviceability limit state. NOTE 3 Generally, an investigation test focuses on general knowledge of a pile type; a control test focuses on one specific application of a pile.
Abstract
Overview
ISO 22477-4:2018 - Geotechnical investigation and testing - Part 4: Testing of piles: dynamic load testing - defines how to perform dynamic axial compression tests on single piles to assess pile compressive resistance. The standard sets out required equipment, measurements and test procedures for a range of dynamic test methods (impact testing, driving formulae, wave equation analysis and multi‑blow testing) and provides informative guidance on post‑test analysis to derive design‑relevant resistances.
Key topics and technical requirements
- Scope and applicability
- Applies to piles loaded axially in compression and to the pile types listed in EN 1536, EN 12699 and EN 14199.
- Tests are limited to dynamic load tests on single piles (investigation and control tests).
- Permitted test methods
- Dynamic impact testing - measurement of strain, acceleration and/or displacement at the pile head vs time.
- Pile driving formulae - evaluation from blow counts and hammer energy.
- Wave equation analysis - modelling pile, soil and driving equipment to assess resistance from blow data.
- Multi‑blow dynamic testing - series of blows producing different pile head displacements/velocities for evaluation.
- Measurements & equipment
- Specification of transducers and recording for strain, acceleration and displacement, and requirements for loading devices (impact driving systems, drop masses, hammers).
- Guidance on attachment of transducers, pile extensions and minimum reference separation distances for displacement measurement.
- Test types
- Investigation tests: sacrificial piles loaded to ultimate limit state.
- Control tests: working piles loaded to a specified load above serviceability.
- Analysis & reporting
- Annexes provide non‑prescriptive guidance on driving formulae, wave equation analysis, signal matching, empirical damping, and multi‑blow techniques.
- Results from dynamic tests must be analysed (per Annex guidance) to be considered equivalent to measured compressive resistance Rc,m for use with EN 1997‑1 (Eurocode 7).
Practical applications and users
- Who uses it: geotechnical engineers, foundation designers, piling contractors, test laboratories, quality control inspectors and project owners.
- Why use it:
- To verify pile capacity and behaviour during construction.
- To perform trial (sacrificial) pile investigations and control tests on working piles.
- To support design decisions and compliance with EN 1997‑1 (useable results for design after appropriate analysis).
- For construction monitoring, acceptance testing and forensic investigation of pile performance.
Related standards
- EN 1997‑1:2004+A1:2013 (Eurocode 7 - Geotechnical design) - referenced for design equivalence and partial factors.
- EN 1536, EN 12699, EN 14199 - pile type specifications referenced for applicability.
- Use together with ISO 22477 series parts for complementary geotechnical testing guidance.
Keywords: ISO 22477-4:2018, dynamic load testing, pile testing standard, wave equation analysis, dynamic impact testing, pile driving formulae, multi‑blow testing, geotechnical investigation, pile compressive resistance.
Технические детали
- Технический комитет
- ISO/TC 182 - Geotechnics
- SKU
- ISO 22477-4:2018
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