ASTM D6992-16(2023) PDF
Standard Test Method for Accelerated Tensile Creep and Creep-Rupture of Geosynthetic Materials Based on Time-Temperature Superposition Using the Stepped Isothermal Method
Standard Test Method for Accelerated Tensile Creep and Creep-Rupture of Geosynthetic Materials Based on Time-Temperature Superposition Using the Stepped Isothermal Method
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 9
- Дата публикации:
- 1 сентября 2023 г.
- Издание:
- D6992
- ICS:
- 59.080.70
SIGNIFICANCE AND USE 5.1 Use of the Stepped Isothermal Method decreases the time required for creep to occur and the obtaining of the associated data. 5.2 The statements set forth in 1.6 are very important in the context of significance and use, as well as scope of the standard. 5.3 Creep test data are used to calculate the creep modulus of materials as a function of time. These data are then used to predict the long-term creep deformation expected of geosynthetics used in reinforcement applications. Note 1: Currently, SIM testing has focused mainly on woven and knitted geogrids and woven geotextiles made from polyester, aramid, polyaramid, poly-vinyl alcohol (PVA), and polypropylene yarns and narrow strips. Additional correlation studies on other materials are needed. 5.4 Creep-rupture test data are used to develop a regression line relating creep stress to rupture time. These results predict the long-term rupture strength expected for geosynthetics in reinforcement applications. 5.5 Tensile testing is used to establish the ultimate tensile strength (TULT) of a material and to determine elastic stress, strain, and variations thereof for SIM tests. 5.6 Ramp and Hold (R+H) testing is done to establish the range of creep strains experienced in the brief period of very rapid response following the peak of the load ramp. SCOPE 1.1 This test method covers accelerated testing for tensile creep, and tensile creep-rupture properties using the Stepped Isothermal Method (SIM). 1.2 The test method is focused on geosynthetic reinforcement materials such as yarns, ribs of geogrids, or narrow geotextile specimens. 1.3 The SIM tests are laterally unconfined tests based on time-temperature superposition procedures. 1.4 Tensile tests are to be completed before SIM tests and the results are used to determine the stress levels for subsequent SIM tests defined in terms of the percentage of Ultimate Tensile Strength (TULT). Additionally, the tensile test can be designed to provide estimates of the initial elastic strain distributions appropriate for the SIM results. 1.5 Ramp and Hold (R+H) tests may be completed in conjunction with SIM tests. They are designed to provide additional estimates of the initial elastic and initial rapid creep strain levels appropriate for the SIM results. 1.6 This method can be used to establish the sustained load creep and creep-rupture characteristics of a geosynthetic. Results of this method are to be used to augment results of Test Method D5262 and may not be used as the sole basis for determination of long-term creep and creep-rupture behavior of geosynthetic material. 1.7 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.8 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.9 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Abstract
Overview
ASTM D6992-16(2023) is the internationally recognized standard test method for evaluating the accelerated tensile creep and creep-rupture properties of geosynthetic materials. Developed by ASTM International, this method utilizes the Stepped Isothermal Method (SIM) and the principles of time-temperature superposition to generate meaningful long-term predictions from accelerated laboratory tests. The primary focus is on geosynthetic reinforcement products, such as geogrids, geotextiles, and their components, with an emphasis on efficient data generation for improved design and performance evaluation in civil engineering and construction projects.
Key Topics
- Stepped Isothermal Method (SIM): This accelerated testing approach reduces the time required to obtain critical creep and creep-rupture data. It uses sequential temperature steps and designated dwell times to promote material deformation under tensile load, mimicking long-term field conditions in a controlled laboratory setting.
- Time-Temperature Superposition: SIM applies this principle to predict long-term material behavior based on short-term elevated-temperature testing, enabling extrapolation of results over extended periods.
- Creep and Creep-Rupture Characterization: Data from SIM are critical for determining:
- Creep modulus as a function of time.
- Long-term creep deformation and rupture strength for geosynthetics in reinforcement applications.
- Ultimate Tensile Strength (TULT) and elastic strain properties.
- Testing Scope: The method is appropriate for unconfined samples such as yarns, ribs of geogrids, and narrow geotextile strips, commonly fabricated from polyester, aramid, polyaramid, poly-vinyl alcohol (PVA), and polypropylene.
- Ramp and Hold (R+H) Tests: These supplementary tests help determine initial elastic and rapid creep strains and reaffirm the onset of creep deformation identified in SIM.
- Data Analysis: Techniques include normalization of prestrain, master curve development, and regression analysis to project long-term behavior.
Applications
The ASTM D6992-16(2023) standard delivers significant practical value within the geosynthetics industry:
- Design of Reinforced Structures: Engineers and designers use SIM-derived data to predict the long-term performance of geosynthetic reinforcement in roads, embankments, retaining structures, and landfill liners.
- Material Qualification and Selection: Manufacturers and specifiers rely on creep and creep-rupture test results from SIM to approve, compare, or benchmark geosynthetic materials for demanding projects.
- Quality Assurance: Project owners and regulatory bodies utilize SIM data to confirm that geosynthetic products meet minimum performance requirements for durability, strength, and deformation resistance over the intended service life.
- Research and Development: SIM testing facilitates the evaluation of new polymers and manufacturing processes, accelerating the development of high-performance geosynthetic products.
- Supplementary Testing: The standard is used to supplement traditional long-term test data (e.g., ASTM D5262), offering a time-efficient alternative for product evaluation, though it should not serve as the sole basis for long-term predictions.
Related Standards
ASTM D6992-16(2023) references several key standards to provide comprehensive guidance within its scope:
- ASTM D5262: Test Method for Determining the Unconfined Tension Creep and Creep Rupture Behavior of Planar Geosynthetics Used for Reinforcement Purposes
- ASTM D2990: Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics
- ASTM D4439: Terminology for Geosynthetics
- ASTM D4595: Test Method for Tensile Properties of Geotextiles by the Wide-Width Method
Summary
ASTM D6992-16(2023) offers a robust, time-efficient methodology for characterizing tensile creep and creep-rupture behavior in geosynthetic reinforcement materials. Through the implementation of the Stepped Isothermal Method and time-temperature superposition, this standard supports better-informed material selection, design, and quality assurance for critical infrastructure applications involving geosynthetics.
Технические детали
- Технический комитет
- D35 - Geosynthetics
- SKU
- ASTM D6992-16(2023)
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