В данной работе прогнозируется поведение ползучести при сжатии трехмерных геоматов с помощью испытания на сжатие и ускоренного испытания на ползучесть. Приводятся о писание методов испытаний на сжатие и метода ступенчатых изотерм. Результаты испытаний по методу ступенчатых изотерм используются для получения прогнозируемой кривой различных условиях нагрузки. Характеристики ползучести при сжатии геоматов через 30 лет в различных условиях прогнозируются.

In the given work the compressive creep behavior of three-dimensional geomats was studied by compressive and accelerated creep tests. The general procedures for compressive test and SIM test are stated. The analysis of data from stepped isothermal method (SIM) was done. The predicted creep master curve under different load conditions are obtained. Compression creep behavior of the product in 30 years under different conditions was predicted by comparing the curves obtained from the SIM test.

• 0. Introduction
• 1. Chapter 1. Literature review
  • 1.1. What is Geosynthetics
  • 1.2. Classification of geosynthetics
    • 1.2.1. Types of geosynthetics
    • 1.2.2. Types of polymers
    • 1.2.3. Type of 3D geosynthetic products
  • 1.3. Basic Function and application areas of 3D geosynthetic products
  • 1.4. Mechanical properties and test methods applied to 3D geosynthetic products
    • 1.4.1. Tensile properties
    • 1.4.2. Compressive properties
    • 1.4.3. Puncture test
  • 1.5. Time-dependent properties (compressive creep)
  • 1.6. Accelerated test methods
  • 1.7. Durability
    • 1.7.1. Classification by service life
  • 1.8. Conclusion and problem statement
• 2. CHAPTER 2. Experimental methods and analysis of 3D geosynthetic products
  • 2.1. Materials
    • 2.1.1. Specimen geometry
    • 2.1.2. Sampling
    • 2.1.3. Testing
  • 2.2. Nominal thickness of 3D geosynthetic products
  • 2.3. Compressive properties
    • 2.3.1. Compressive test
    • 2.3.2. Resiliency test
  • 2.4. Creep properties
    • 2.4.1. Accelerated compressive creep test
    • 2.4.2. Modeling the creep behavior
  • 2.5. Comparison of long-term and compressive creep test
• 3. Conclusion and future works
  • 3.1. Conclusion
  • 3.2. Recommendation
  • 3.3. Future works
• 4. List of Reference