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Title: Fibers reinforcement of the fissured clayey soil by desiccation // Magazine of Civil Engineering. – 2022. – № 1 (109). — С. 10914
Creators: Jamei M.; Alassaf Y.; Ahmed A.; Mabrouk A.
Imprint: 2022
Collection: Общая коллекция
Subjects: Строительство; Основания и фундаменты; clay soils; fractured clay soils; fiber reinforcement; soil drying; fiber strength; crack drying; глинистые грунты; трещиноватые глинистые грунты; армирование волокнами; высушивание грунтов; прочность волокон; высыхание трещин
UDC: 624.1
LBC: 38.58
Document type: Article, report
File type: PDF
Language: English
DOI: 10.34910/MCE.109.14
Rights: Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key: RU\SPSTU\edoc\68025

Allowed Actions: Read Download (0.7 Mb)

Group: Anonymous

Network: Internet

Annotation

The cracks caused by desiccation induce rapid failures as rapid shallow landslides in stiff and fragile clayey soils. Several environmental structures such as landfill liners and road embankments are often constructed by compaction of a series of soil layers. These works suffered in many cases of disorders due to desiccation. One of the potential valuable techniques to reduce these disorders is the short fibers reinforcement. Fibers reduce the cracks propagation and the geometric cracks characteristics such as the length, depth and opening. The paper presents an experimental characterization of the crack pattern observed in compacted samples at optimum water content (OMC) with and without fibers reinforcement. 2D Image Analysis has been used to investigate the characteristics of the geometric cracks. Alfa natural short fibers used to assure the reinforcement, reduced the carks' propagation by stopping the propagation and reducing their 3D opening (surface opening and depth growth). The role of fibers to improve the tensile strength and reduce the growth of the crack has been well-highlighted. At this stage, a simple model was calibrated to predict the tensile strength for reinforced soil specimens with short fibers considering various fibers contents and fiber's geometrical characteristics.

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Table of Contents

  • Fibers reinforcement of the fissured clayey soil by desiccation
    • 1. Introduction
    • 2. Materials and Methods
      • 2.1. Soil Properties
      • 2.2. Fibers Properties
      • 2.3. Tensile Experience
      • 2.4. Desiccation tests
    • 3. Results and Discussions
      • 3.1. Tensile strength for nonreinforced soil: Effect of drying path
      • 3.2. Experimental results of Tensile strength for reinforced soil
      • 3.3. Modeling of the tensile strength of reinforced specimens
      • 3.4. Role of fibers in Cracks development
    • 4. Conclusions

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